Lot 05
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
1024 harding ave. no. 202 venice, california 90291 310.663.6692
C-30765
REN. 04.30.13
Cliffside Residence 29066 Cliffside Drive Malibu, CA 90265
IA
A ST
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
title page
Drawing File Scale Drawn By
1/4"=1'-0" krb/mh
Job martin and costin Sheet
A0.1
finish wood
plywood
thermal insulation
exhaust fan
stucco
H.B. HDR. HDW. HORIZ. HNDCP. HT. HTR. HR. HT.
HOSE BIB HEADER HARDWARE HORIZONTAL HANDICAP HEIGHT HEATER HOUR HEIGHT
IN. INSUL. INT.
INCHES INSULATION INTERIOR
JNT. JST.
JOINT JOIST
FLOOR - 499/5367 = .09
FIRE ZONE
R-3 / U-1
OCCUPANCY GROUP:
VERY HIGH FIRE HAZARD SEVERITY ZONE
A3.1 A3.2 A3.3
BASEMENT REFLECTED CEILING PLAN GROUND FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFLECTED CEILING PLAN
NUMBER OF STORIES:
SFD: TWO STORY W/ATTACHED 2 CAR BASEMENT GARAGE
HEIGHT OF HOUSE:
22'-9 1/2" ABOVE FINISHED GRADE
A4.1 A4.2 A4.3 A4.4 A4.5
SECTIONS SECTIONS SECTIONS SECTIONS SECTIONS
LOT AREA:
43,978 SQUARE FEET, 1.01 ACRES
PARKING REQUIREMENTS:
2 COVERED SPACES 2 UNCOVERED SPACES
A5.1 A5.2 A5.3
EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS
EXISTING AND PROPOSED SET BACKS 36'-10"
FRONT YARD - FROM 30' ROAD EASEMENT= BACK YARD =
266'
EAST YARD =
10.5'
WEST YARD =
16.5'
SIDE YARD SET BACKS = MIN. OF 26% OF FRONTAGE 6366 SF
PROPOSED TOTAL BUILDING AREA:
GRADING CONFORMANCE EXEMPT
MAXIMUM @ 22'-9 1/2"
PROPOSED BUILDING HEIGHT:
R&R
GRADING:
SAFETY
NONEXEMPT
REMEDIAL
TOTAL
CUT
0
422.6
0
136.4
0
559
FILL
0
1.9
0
1.6
0
3.5
TOTAL
0
424.5
0
138
0
562.5
IMPORT
0
0
0
0
0
0
EXPORT
0
420.7
0
134.8
0
555.5
85% OF ROOF ≤ 18'-0"
WINDOW SCHEDULE WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS WINDOW DETAILS
EXISTING SQUARE FOOTAGE
A7.1 A7.2 A7.3 A7.4 A7.5
DOOR SCHEDULE DOOR DETAILS DOOR DETAILS DOOR DETAILS DOOR DETAILS
MAIN HOUSE
A8.1
FIXTURE SCHEDULE
PORCH
A9.1 a9.2 A9.3 A9.4 A9.5 A9.6 A9.7 A9.8 A9.9 A9.10 A9.11 A9.12 A9.13
EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS
A10.1 A10.2 A10.3 A10.4 A10.5 A10.6 A10.7
INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS
A11.1 A11.2 A11.3
INTERIOR DETAILS INTERIOR DETAILS INTERIOR DETAILS
E1 E2 E3 E4
SITE PLAN ELECTRICAL BASEMENT ELECTRICAL MAIN FLOOR ELECTRICAL SECOND FLOOR ELECTRICAL
M1 M2 M3
MECHANICAL BASEMENT PLAN MECHANICAL GROUND FLOOR PLAN MECHANICAL SECOND FLOOR PLAN
S1.0 S2.0 S3.0 S4.0 S4.1 S5.0 S5.1 S5.2 S5.3 S5.4 S6.0 S6.1 S6.2 HFX1 HFX2 HFX3
STRUCTURAL NOTES, ABBREVIATIONS AND OBSERVATION SCHEDULE GROUND FLOOR AND GARAGE FOUNDATION FRAMING PLAN SITE RETAINING WALL AND DRIVEWAY GROUND FLOOR AND SECOND FLOOR FRAMING PLAN GARAGE FRAMING AND SITE RETAINING WALL FOUNDATION PLAN FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS RETAINING WALL DETAILS RETINING WALL DETAILS AND ROOF DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS FRAMING DETAILS HARDY FRAMES- TYPICAL FOUNDATION DETAILS HARDY FRAMES- TYPICAL FRAMING DETAILS HARDY FRAMES- TYPICAL FLOOR SYSTEM DETAILS
2,774 SF
GARAGE
440 SF
GUEST QTR
501 SF
BREEZEWAY
210 SF
NOTE: ALL QUANTIES ARE IN CUBIC YARDS UNLESS OTHRWISE INDICATED. R&R = REMOVAL AND RECOMPACTION. EXEMPT GRADINGS INCLUDES ALL R&R, UNDERSTURCTURE, AND SAFETY GRADING.
88 SF
EXISTING STUDIO
287 SF
EXISTING BEACH STORAGE
177 SF 4,477 SF
TOTAL EXISTING
WIDTH OF STREET SERVING PROPERTY:
30'-0"
APPLICABLE BUILDING CODES:
LOS ANGELES COUNTY CODE TITLE 26, BUILDING CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS LOS ANGELES COUNTY CODE TITLE 27, ELECTRICAL CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS
CALCULATIONS OF ALLOWABLE SQUARE FOOTAGE OF 6,366 SF PROPOSED REMODEL: 50% BASEMENT IN EXCESS OF 1000 SF
LOS ANGELES COUNTY CODE TITLE 28, PLUMBING CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS
36 SF
NEW FIRST FLOOR FOOTPRINT
5,367 SF
NEW SECOND FLOOR
499 SF
EXISTING STUDIO
287 SF
EXISTING BEACH STORAGE
177 SF
TOTAL PROPOSED SQUARE FOOTAGE
LOS ANGELES COUNTY CODE TITLE 29, MECHANICAL CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS
SPRINKLERS:
PROPOSED 5,367
0
251
SIDEYARD DRIVE
5025
972
PATIOS & WALKWAYS
3724
2,084
PATH TO BEACH
1055
1,055
STUDIO
287
287
BEACH STORAGE
177
177
14,281
10,193
BASEMENT BEYOND HOUSE
KITCHEN
Issued
DR V OD A SWO GRAS
DONALD B. KOWALEWSKY ENVIRONMENTAL & ENGINEERING GEOLOGY 27101 OLD CHIMNEY ROAD MALIBU, CA 90265 T. 310.457.2456 F. 310.457.4721
EAD RD PORTSH
ME DU
MALIBU
C
gh Hi t s oa
y wa
A
SCOTT CHRISTIANSEN 710 WHILSHIRE BLVD. SUITE 230 SANTA MONICA, CA 90401 T. 310.395.7641
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
1
POINT DUME
Sheet Title
project information
V
STRUCTURAL ENGINEER:
Description
DR
EW
RISER ROOF DRAIN ROOF RAFTER RADIUS REFERENCE REFRIGERATOR
SOILS & GEOLOGIC ENGINEERS
ic cif Pa
VI
R. R.D. R.R. RAD. REF. REFR.
MARNY RANDALL 909 EUCLID, SUITE 6 SANTA MONICA, CA 90403 T. 310.395.2615 F. 310.395.2368
POINT DUME PLAZA
D IR
PLASTER PROPERTY LINE PLATE PAINTED PRESSURE TREATED POINT PLYWOOD
LANDSCAPE ARCHITECT:
KIRK BLASCHKE LOT 05 1024 HARDING AVENUE NO. 202 VENICE, CA 90291 T. 310.663.6692
STEPHEN R. SMITH P.C.C.E. INC. 2801 CALABASAS ROAD, SUITE 1020 CALABASAS, CA 91302 T. 818.568.5251
1
B
PLAS. P. L. PL. PTD. P. T. PT. P.W.
ARCHITECT:
CIVIL ENGINEER:
1
D R
OVER ON CENTER OPPOSITE OUNCES
BRUCE MARTIN AND CAROLYN COSTIN 29066 CLIFFSIDE DRIVE MALIBU, CA 90265
LARRY PAERSON, LAND SURVEYOR 4229 KINGFISHER ROAD CALABASAS, CA 91302 T. 818.591.8709
H
O/ O.C. OPP. OZ.
OWNER MAILING ADDRESS:
LAND SURVEYOR:
C
NEW NORTH NOT IN CONTRACT NOT TO SCALE NOMINAL
29066 CLIFFSIDE DRIVE MALIBU, CA 90265
EA
(N) N. N.I.C. N.T.S. NOM.
SITE ADDRESS:
B
MANUFACTURER MATERIAL MAXIMUM MEDICINE CABINET MINIMUM MIRROR MISCELLANEOUS MECHANICAL METAL
N9
D R
MFR. MAT. MAX. MED. CAB. MIN. MIR. MISC. MECH. MTL.
16,500 SF
A TW
LAMINATED LAVATORY POUND LINEN LINEAR LIGHT
TOTAL DISTURBED AREA
RN
VICINTY MAP
ES W
LAM. LAV. LB. LIN. LN. LT.
PROJECT DIRECTORY
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
DRIVEWAY/PARKING AREA &
TOTAL IMPERMEABLE SF
OF C
YES
TOTAL DISTURBED AREA
KIT.
TE
Project Name
4013
HOUSE
E
KIRK! BLASCHKE
REN. 04.30.13
IMPERMEABLE SF COVERAGE ALLOWABLE = 11,996 SF EXISTING
AR CH SED IT
C-30765
LOS ANGELES COUNTY CODE TITLE 32, FIRE CODE, INCORPORATING THE 2007 CALIFORNIA BUILDING CODE AND CITY OF MALIBU ADMENDMENTS
6,366 SF
EN
IA
GENERAL CONTRACTOR GAUGE GALVANIZED GLASS GROUND GYPSUM
TYPE: FIVE NON RATED
C
G.C. GA. GALV. GL. GND. GYP.
CONSTRUCTION TYPE:
A ST
ceramic tile
WITH WITH OUT WATER CLOSET WROUGHT IRON WATER PROOF WOOD WATER HEATER WASHER /DRYER WEIGHT
RATIO OF FIRST FLOOR TO SECOND
CT
gypsum board
FIRE ALARM FLOOR DRAIN FINISH FACE OR FACE OF FINISH FIBERGLASS FINISH FLASHING FINISH FLOOR FLOOR FLUORESCENT FACE OF STUD FIREPLACE FIREPROOF FRAMING FOOT FOOTING FREEZER
W. W/O W.C. W.I. W.P. WD. WH. W/D WT.
SINGLE FAMILY DWELLING
LI
steel
F.A. F.D. F.F./F.O.F. F.G. FDN. FIN. FL. F.F. FLR. FLUOR. F.O.S. F.P. FRPR. FRM FT FTG. FZR.
VERTICAL VERIFY W.ARCH/OWNER VERTICAL GRAIN
PROPOSED USE:
499 SF
SECOND FLOOR =
DR
masonry
VERT. VER. V.G.
BASEMENT FLOOR PLAN RETAINING WALL PLAN MAIN FLOOR PLAN MAIN FLOOR SLAB PLAN SECOND FLOOR PLAN FRONT DRIVEWAY ROOF PLAN
DU ME
concrete
EAST EXPANSION JOINT EACH ELECTRICAL ELEVATION EMERGENCY EQUAL EXISTING EQUIPMENT EXTERIOR
UNDERGROUND UNLESS NOTED OTHERWISE UNFINISHED
SINGLE FAMILY DWELLING
LL
earthwork
E. E.J. EA. ELEC. ELEV. EMER. EQ. EXIST./(E) EQUIP. EXT.
U.G. U.N.O. UNF.
A2.0 A2.1 A2.2 A2.2B A2.3 A2.3B A2.4
A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A6.7
CURRENT USE:
5,367 SF
FIRST FLOOR =
KA NA N
T.W.459.5
elevation per benchmark noted on survey
DEMOLITION DOUGLAS FIR DOWNSPOUT DOUBLE DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING DISHWASHER DRAWER
4468-001-009
E
smoke dectector
DEMO. D.F. D.S. DBL. DIA. DIM. DN. DR. DTL. DWG. D.W. DRW.
TREAD TOP OF CURB TOP OF TELEVISION TOP OF WALL TELEPHONE TONGUE & GROOVE THICK TYPICAL
ACCESSOR'S PARCEL #: PROPOSED 2 STORY STRUCTURE
D
revision number
T. T.C. T.O. TV. T.W. TEL. T&G TH. TYP.
SURVEY OF HOUSE EXISTING HOUSE AS BUILTS NEW FOOT PRINT WITH RETAINED PERIMETER WALLS SITE PLAN FIRE DEPARTMENT PLAN/NOTES
FF SI
window number
CABINET CATCH BASIN CEMENT CERAMIC CEILING JOIST CENTERLINE CAULKING CLEAR CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS
SOUTH SALVAGED SCHEDULE SECTION SIMILAR SHELF SHEET SHEATHING SHOWER SPECIFICATIONS STAINLESS STEEL STEEL STAINED STRUCTURAL SQUARE
A1.1 A1.2 A1.3 A1.4 A1.5
DUME COVE
project site
Drawing File
LI
door number
CAB. C.B. CEM. CER. C.J. C.L. CLKG. CLR. CLG. COL. CONC. CONSTR. CONT.
S. SALV. SCHED. SEC. SIM. SHLF. SHT. SHTG. SHWR. SPECS. S.S. ST. STD. STRUCT. SQ.
29066 CLIFFSIDE DRIVE MALIBU, CA 90265
7,082 SF
EXCLUDED AREA [SLOPE 1:1 OR STEEPER]:
1024 harding ave. no. 202 venice, california 90291 310.663.6692
C
SD
sheet number
BOARD BITUMIN BUILDING BLOCKING BEAM BOTTOM BETWEEN
SITE ADDRESS:
43,978 SF
SITE AREA:
RD
#
section drawing number
BD. BITUM. BLDG. BLK. BM. BOTT. BTWN.
RECORD OF SURVEY AS PER BK 57 PG 47 - 50 OF R S EX OF ST LOT 9. CITY OF MALIBU, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA
FF
001
sheet number
LEGAL DESCRIPTION:
PROPERTY DEVELOPMENT DATA
LI
001
detail drawing number
REINFORCEMENT REQUIRED RESILIENT REVISION RECOMMENDATION REGISTER REDWOOD ROOM
Lot 05
COVER PROJECT INFORMATION TITLE XXIV COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT COASTAL COMMISSION PERMIT GENERAL NOTES
HE RC
B A5.3
sheet number
REINF. REQD. RESIL. REV. REC. RGTR. RWD. RM.
PROJECT DATA
HE AT
2 A9.1
elevation drawing number
AT ANCHOR BOLT AREA DRAIN ADJUSTABLE ALUMINUM APPROXIMATELY ARCHITECT ASPHALT
A0.1 A0.2 A0.3 A0.4 A0.5 A0.6 A0.7
PROJECT AREA INFORMATION
BUSCH D R
2
A10.10
@ A.B. A.D. ADJ. AL. APPROX. ARCH. ASPH.
SHEET LIST
FE RN HI
ABBREVIATIONS
SYMBOLS
Scale
PACIFIC OCEAN POINT DUME COUNTY BEACH
north
POINT DUME
Drawn By
1/4"=1'-0" krb/mh
Job martin and costin
SEPTIC SYSTEM DESIGN:
RICHARD SHERMAN TOPANGA UNDERGROUND 21300 DEERING COURT CANOGA PARK, CA 91304 T. 310.455.2189 F. 818.888.0114
TITLE 24 CONSULTANT:
TITLE 24-DATA CORP. 633 MONTEREY TRAIL FRAZIER PARK, CA 93225 T. 800.237.8824 F. 661.245.6374
Sheet
A0.2
TITLE XXIV
Lot 05
PERFORMANCE CERTIFICATE: Residential MARTIN RES. Project Address
CF-1R
Single Family Addition Alone Multi Family Existing+ Addition/Alteration
Building Type
Project Name
(Part 1 of 5)
✔
Date
Project Name
6/23/2011
MARTIN RES.
California Energy Climate Zone
Total Cond. Floor Area
Addition
# of Stories
CA Climate Zone 06
5,921
n/a
2
29066 CLIFFSIDE DR. MALIBU
PERFORMANCE CERTIFICATE: Residential
CF-1R
Single Family Addition Alone Multi Family Existing+ Addition/Alteration
Building Type
Project Address
(Part 1 of 5)
✔
Date
Project Name
6/23/2011
MARTIN RES.
California Energy Climate Zone
Total Cond. Floor Area
Addition
# of Stories
CA Climate Zone 06
5,921
n/a
2
29066 CLIFFSIDE DR. MALIBU
FIELD INSPECTION ENERGY CHECKLIST
FIELD INSPECTION ENERGY CHECKLIST
✔ No Yes HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ✔ Yes No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special (ft2) Construction Type Cavity Features (see Part 2 of 5) Status
✔ No Yes HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ✔ Yes No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special (ft2) Construction Type Cavity Features (see Part 2 of 5) Status
Wall
Wood Framed
R-19
4,146
Roof
Wood Framed Attic
R-25
5,408
Slab
Unheated Slab-on-Grade
None
4,742
Floor
Wood Framed w/o Crawl Space
R-19
813
PERFORMANCE CERTIFICATE: Residential Building Type
(Part 2 of 5)
CF-1R
✔
Single Family Addition Alone Multi Family Existing+ Addition/Alteration
CERTIFICATE OF COMPLIANCE: Residential
Date
Project Name
6/23/2011
MARTIN RES.
CF-1R
Single Family Addition Alone Multi Family Existing+ Addition/Alteration
Date
6/23/2011
OPAQUE SURFACE DETAILS
SPECIAL FEATURES INSPECTION CHECKLIST
Surface Type
The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted.
Wall Wall Wall Wall Roof Slab Floor Wall Wall Wall Roof Floor Slab Wall Wall Wall
The DHW System Heat Transfer Products PH199-119 is a non-NAECA large storage gas water heater. Verify DHW details.
New New Perim = 462'
Building Type
(Part 4 of 5)
✔
1024 harding ave. no. 202 venice, california 90291 310.663.6692
New New
Area 133 291 441 151 2,908 2,929 127 293 180 25 676 665 11 150 123 174
UInsulation Factor Cavity Exterior Frame Interior Frame Azm 0.074 0.074 0.074 0.074 0.038 0.730 0.048 0.074 0.074 0.074 0.038 0.048 0.730 0.074 0.074 0.074
R-19 R-19 R-19 R-19 R-25 None R-19 R-19 R-19 R-19 R-25 R-19 None R-19 R-19 R-19
0 180 90 270 0 0 0 0 90 270 0 0 0 0 180 90
Tilt 90 90 90 90 22 180 180 90 90 90 22 180 180 90 90 90
Joint Appendix 4
Status New New New New New New New New New New New New New New New New
4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.7-A1 4.4.2-A4 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.2-A4 4.4.7-A1 4.3.1-A5 4.3.1-A5 4.3.1-A5
Location/Comments 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 2 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor
FENESTRATION SURFACE DETAILS ID
FENESTRATION Orientation Area(ft2)
UExterior Factor SHGC Overhang Sidefins Shades
Status
Front (N)
351.9
0.360
0.28
none
none
Bug Screen
New
Rear (S)
156.0
0.360
0.28
5.0
none
Bug Screen
New
Rear (S)
150.0
0.360
0.28
1.0
none
Bug Screen
New
Rear (S)
378.0
0.360
0.28
none
none
Bug Screen
New
Left (E)
387.5
0.360
0.28
none
none
Bug Screen
New
Right (W)
418.5
0.360
0.28
5.0
none
Bug Screen
New
20.3
0.360
0.28
none
none
None
New
119.2
0.360
0.28
none
none
Bug Screen
New
Skylight Right (W)
HVAC SYSTEMS Qty. Heating 1
Central Furnace
1
Central Furnace
1
Central Furnace
Min. Eff
Cooling
Min. Eff
Thermostat Setback
New
1
Split Heat Pump
96% AFUE
Split Air Conditioner
Setback
New
1
Split Heat Pump
96% AFUE
Split Air Conditioner
13.0 SEER
Setback
New
Min. Eff
Cooling
8.00 HSPF 8.00 HSPF
Min. Eff
Split Heat Pump
16.0 SEER
Split Heat Pump
16.0 SEER
Thermostat
Status
Setback
New
Setback
New
HVAC DISTRIBUTION Location Heating
Cooling
Duct Location
New
ZONE 4 HVAC
Ductless / with Fan
Ductless
n/a
n/a
New
6.0
New
ZONE 5 HVAC
Ductless / with Fan
Ductless
n/a
n/a
New
6.0
New
Cooling
Duct Location
ZONE 1 HVAC
Ducted
Ducted
Attic, Ceiling Ins, vented
6.0
ZONE 2 HVAC
Ducted
Ducted
Attic, Ceiling Ins, vented
ZONE 3 HVAC
Ducted
Ducted
Attic, Ceiling Ins, unvented
Large Gas
Status
Status
Gallons
Min. Eff
Distribution
Status
119
0.96
All Pipes Ins
New
WATER HEATING Qty. Type
Gallons
Min. Eff
Duct R-Value
ID
Status
Distribution
Status C-30765
EnergyPro 5.1 by EnergySoft RunCode: 2011-06-23T12:06:24
ID: 122506
Page 3 of 27
1
2
SHGC
Azm
Status
Glazing Type
0.360 NFRC 0.28 NFRC 0 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 270 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 0 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 0 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 0.28 NFRC 0 New 0.360 NFRC Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 0 New Marvin Wood - LoE 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.360 NFRC 0.28 NFRC 180 New Marvin Wood - LoE 0.360 NFRC 0.28 NFRC 90 New Marvin Wood - LoE 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value
Location/Comments 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 1 - First Floor 2 - First Floor 2 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor 3 - First Floor
EnergyPro 5.1 by EnergySoft
User Number: 1348
ID: 122506
RunCode: 2011-06-23T12:06:24
User Number: 1348
RunCode: 2011-06-23T12:06:24
ID: 122506
6/23/2011
Page 5 of 27
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exterior Shade Type Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen None Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen
EnergyPro 5.1 by EnergySoft
SHGC 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 1.00 0.76 0.76 0.76 0.76 0.76 0.76 0.76
Window Hgt Wd
Len
Overhang Hgt LExt
RExt
8.0 8.0
19.5 18.8
5.0 1.0
0.1 0.1
5.0 2.0
5.0 2.0
8.0
14.3
5.0
0.1
5.0
5.0
User Number: 1348
RunCode: 2011-06-23T12:06:24
Dist
Left Fin Len Hgt
Dist
ID: 122506
Right Fin Len Hgt
Page 7 of 27
Page 4 of 27
EN
AR CH SED IT
KIRK! BLASCHKE
E CT
C
User Number: 1348
Window 150.0 Window 156.0 Window 150.0 Window 50.8 Window 24.0 96.0 Window Window 85.0 Window 418.5 Skylight 20.3 Window 52.2 Window 35.0 Window 49.0 Window 16.5 Window 102.6 Window 9.6 Window 36.0 (1) U-Factor Type: (2) SHGC Type:
U-Factor
LI
EnergyPro 5.1 by EnergySoft
Area
EXTERIOR SHADING DETAILS
HVAC SYSTEMS Qty. Heating
13.0 SEER
Duct R-Value
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given.
13.0 SEER
WATER HEATING Qty. Type
UExterior Factor SHGC Overhang Sidefins Shades
HERS REQUIRED VERIFICATION
Split Air Conditioner
96% AFUE
HVAC DISTRIBUTION Location Heating
1
Status
FENESTRATION Orientation Area(ft2)
Type
C-30765
REN. 04.30.13
CERTIFICATE OF COMPLIANCE: Residential Project Name
Building Type
MARTIN RES.
(Part 4 of 5)
CF-1R
✔
Single Family Addition Alone Multi Family Existing+ Addition/Alteration
Date
Project Name
6/23/2011
MARTIN RES.
OPAQUE SURFACE DETAILS Surface Type
Area
Wall Roof Slab Wall Wall Wall Wall Roof Slab Floor Wall Wall Wall Wall Roof
454 996 996 249 194 209 334 313 806 21 201 106 212 228 514
Building Type
(Part 5 of 5)
CF-1R
Single Family Addition Alone Multi Family Existing+ Addition/Alteration ✔
R-19 R-25 None R-19 R-19 R-19 R-19 R-25 None R-19 R-19 R-19 R-19 R-19 R-25
270 0 0 0 180 90 270 0 0 0 0 180 90 270 0
Tilt 90 22 180 90 90 90 90 22 180 180 90 90 90 90 22
Joint Appendix 4
Date
6/23/2011
Status New New New New New New New New New New New New New New New
4.3.1-A5 4.2.1-A7 4.4.7-A1 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7 4.4.7-A1 4.4.2-A4 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.3.1-A5 4.2.1-A7
2
Location/Comments 3 - First Floor 3 - First Floor 3 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor
System Name
Zone Name
ZONE 1 HVAC ZONE 2 HVAC ZONE 3 HVAC ZONE 4 HVAC ZONE 5 HVAC
Floor Area (ft ) Existing Altered
New
1 - First Floor 2 - First Floor 3 - First Floor 4 - First Floor 5 - Second Floor
Removed
Volume
2,929 676 996 806 514
MANDATORY MEASURES SUMMARY: Residential
(Page 1 of 3)
Project Name
BUILDING ZONE INFORMATION
UInsulation Factor Cavity Exterior Frame Interior Frame Azm 0.074 0.038 0.730 0.074 0.074 0.074 0.074 0.038 0.730 0.048 0.074 0.074 0.074 0.074 0.038
CERTIFICATE OF COMPLIANCE: Residential
Year Built
29,285 6,760 9,961 8,064 4,114
MF-1R Date
MARTIN RES.
6/23/2011
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1R, CF-1R-ADD, or CF1R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1R Form with plans.
Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer’s installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor.
FENESTRATION SURFACE DETAILS 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Window Window Window Window Window Window Window Window Window Window Window Window Window Window
(1) (2)
Area 51.3 56.0 19.0 96.0 15.0 56.0 15.0 43.9 9.2 84.0 20.0 21.0 19.5 24.0
U-Factor Type: SHGC Type:
U-Factor 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360 0.360
1
NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC
2
SHGC 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28
Azm
NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC NFRC
Status
270 0 0 180 180 90 90 270 0 180 180 90 90 270
New New New New New New New New New New New New New New
Glazing Type Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE Marvin Wood - LoE
ID
System Name
EnergyPro 5.1 by EnergySoft
SHGC
0
§150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF-1R Form.
Qty.
Heating Type
Min. Eff.
Cooling Type
Min. Eff.
Thermostat Type
Status
ZONE 1 HVAC
1
Central Furnace
96% AFUE Split Air Conditioner
13.0 SEER Setback
New
ZONE 2 HVAC
1
Central Furnace
96% AFUE Split Air Conditioner
13.0 SEER Setback
New
ZONE 3 HVAC
1
Central Furnace
96% AFUE Split Air Conditioner
13.0 SEER Setback
New
ZONE 4 HVAC ZONE 5 HVAC
1 1
Split Heat Pump Split Heat Pump
8.00 HSPF Split Heat Pump 8.00 HSPF Split Heat Pump
16.0 SEER Setback 16.0 SEER Setback
New New
HVAC DISTRIBUTION System Name
116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value
Exterior Shade Type Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen
0
0
HVAC SYSTEMS
Heating
Cooling
Duct R-Value
Duct Location
ZONE 1 HVAC ZONE 2 HVAC
Ducted Ducted
Ducted Ducted
Attic, Ceiling Ins, vented Attic, Ceiling Ins, vented
6.0 6.0
ZONE 3 HVAC
Ducted
Ducted
Attic, Ceiling Ins, unvented
6.0
ZONE 4 HVAC ZONE 5 HVAC
Ductless / with Fan Ductless / with Fan
Ductless Ductless
n/a n/a
n/a n/a
Ducts Tested?
Window Hgt Wd
Len
Overhang Hgt LExt
RExt
Dist
Left Fin Len Hgt
Dist
Right Fin Len Hgt
0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76
User Number: 1348
System Name
Qty.
Type
Distribution
Heat Transfer Products PH199-119 1 Large Gas
Rated Input (Btuh)
All Pipes Ins
199,000
MULTI-FAMILY WATER HEATING DETAILS
New New New New New
Control
Qty.
HP
Plenum
RunCode: 2011-06-23T12:06:24
ID: 122506
Page 8 of 27
EnergyPro 5.1 by EnergySoft
User Number: 1348
Tank Cap. (gal)
Energy Factor or RE
Standby Loss or Pilot
Ext. Tank Insul. RValue
119
0.96
0.78 %
0.0
Outside
Buried
System Name
Pipe Length
Status New
Pipe Diameter
Insul. Thick.
RunCode: 2011-06-23T12:06:24
Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA.
HYDRONIC HEATING SYSTEM PIPING
Hot Water Piping Length (ft)
§150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(l): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration.
Space Conditioning, Water Heating and Plumbing System Measures: Status
WATER HEATING SYSTEMS
EXTERIOR SHADING DETAILS
17 18 19 20 21 22 23 24 25 26 27 28 29 30
5,921
Totals
Location/Comments 3 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 4 - First Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor 5 - Second Floor
Add ½” Insulation
Type
Eff. Premium
ID
*§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor.
§150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(j)1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space.
MANDATORY MEASURES SUMMARY: Residential
(Page 2 of 3)
Project Name
MF-1R Date
MARTIN RES.
6/23/2011
§150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard.
Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36” of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p).
Residential Lighting Measures:
MANDATORY MEASURES SUMMARY: Residential
(Page 3 of 3)
Project Name
6/23/2011
§150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manualon occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exception1 to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119.
§150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or linevoltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket.
Page 9 of 27
EnergyPro 5.1 by EnergySoft
User Number: 1348
RunCode: 2011-06-23T12:06:24
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
title 24 energy calculations
§150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet.
Drawing File Scale Drawn By
n/a krb
Job loubek Sheet
Page 10 of 27
User Number: 1348
RunCode: 2011-06-23T12:06:24
ID: 122506
RN
Project Name
§150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k).
EnergyPro 5.1 by EnergySoft ID: 122506
A LI F O
Sheet Title
§150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation.
ID: 122506
OF C
MF-1R Date
MARTIN RES.
IA
A ST
TE
Page 11 of 27 EnergyPro 5.1 by EnergySoft
User Number: 1348
RunCode: 2011-06-23T12:06:24
ID: 122506
Page 12 of 27
A0.3
coastal development permit
Lot 05 Findings.
CITY OF MALIBU PLANNING COMMISSION RESOLUTION NO. 07-
proposed. Due to the project's potential to impact the neighbors ' primary view the project was
evaluated in order to lessen the impact on views. In addition , alternative proposals did not involve the relocation of the existing OWTS. The OWTS is currently located in the grassy area ofthe middle ofthe project site. A project that impacts views and does not relocate the OWTS the furthest landward possible does not result in an environmentally superior project.
O.
redesigned and a series of rooflne
On July 25 2007 , a Notice of Public Hearing was published in a newspaper of general circulation within the City of Malibu. In addition , on July 25 2007 , a Notice of Public Hearng was mailed to all property owners and occupants within a 500- foot radius of the subject property.
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MALIBU APPROVING COASTALDEVELOPMENT PERMIT NO. 05- 060, SITE PLAN REVIEW NO. 06- 028 , MINOR MODIFICATION NO. 07- 022 AND ADMINISTRATIVE PLAN REVIEW NO. 07- 095 - AN APPLICATION TO REMODEL AN EXISTING 4 013 SQUARE FOOT SINGLE- FAMILY RESIDENCE; CONSTRUCTION OF A 1 017 SQUARE FOOT
P.
On August 7 , 2007 , the public hearing was not opened and the item was continued to a 3. Proposed Project - The proposed project consists ofaremodel to the existing 4 013 square foot single- family residence , construction aI , 017 square foot basement/subterranean garage , a 1 373 square foot first- floor addition , a 499 square foot second- floor guest/second residential with an elevated driveway. The proposed project utilizes the footprint of the existing residence and does not extend bluffward. The proposed first- floor addition is behind the 50- foot bluffop setback and exceeds the required 1.5 factor of safety. The proposed second- floor addition is located above the existing garage area and does not require further landform alteration.
date certain of September 18 , 2007.
, staff facilitated a meeting between the applicant and the Kaplans to Q. discuss a private maintenance agreement for the trees on the subject property. A private agreement was
BASEMENT/SUBTERREAN GARAGE , A 1 373 SQUAR FOOT FIRTFLOOR ADDITION AND A 499 SQUARE FOOT SECOND- FLOOR
On August 8 , 2007
reached that consists ofthe onsite trees within the Kaplans ' line-of-sight be maintained at the rooflne of the proposed addition/remodel so as to shield the Kaplans ITom the structure while maintaining a view across the site. This private agreement is not required by or enforceable by the City of Mali bu. It is staffs understanding-that a similar private agreement was made with Mr. Homann at 29107 Cliffside Drive.
GUEST/SECOND RESIDENTIAL UNIT; AND INSTALLATION OF AN AL TERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM IN A RURAL RESIDENTIAL 1 ZONING DISTRICT LOCATED AT 29066 , CLIFFSIDEDRIVE (MARTIN) THE PLANNING COMMISSION OF THE CITY OF MALIBU DOES HEREBY FIN , ORDER AND RESOLVE AS FOLLOWS:
R.
On September 6 , 2007 , a Notice of Public Hearing was published in a newspaper of general circulation within the City of Malibu. In addition, on September 6 , 2007 , a Notice of Public
S.
Recitals.
A.
On May 17 , 2005 , an application was submitted to the Planning Division for Administrative Plan Review (APR) No. 05- 012 , and Site Plan Review (SPR) No. 05- 028 for a remodel of the existing 4 013 square foot residence , a 1 904 square foot first-story addition , and a 605 square foot 28- foot high second-story addition. It was determined on August 15 2005 , that the project would require processing as a coastal development permit.
B.
On April 19 , 2006 , an application was submitted for Coastal Development Permit (CDP) No. 05- 060 including SPR No. 06- 028 and Minor Modification (MM) No. 07- 022 to remodel the existing 013 square foot single- family residence , construct a 1 017 square foot basement/subterranean garage, a 373 square foot first- floor addition , a 499 square foot second- floor guest/second residential unit and install an alternative onsite wastewater treatment system (AOWTS). APR No. 07- 095 was added later to account for the basement request in conjunction with a coastal development permit.
C. height of the proposed project and to analyze visual impacts.
2006 , story poles were placed on the subject property to demonstrate the Shortly thereafter , planning staff was contacted by Sam and Peggy Hall Kaplan , upslope neighbors at 29061 Cliffside Drive , who requested that a primary view be established from their residence. On October 8 -
D.
On October 17 , 2006 , the Notice of Application was posted on the subject property and staff took photos of the story poles as well as the surrounding area.
E.
On October 24 , 2006 , staff went to the Kaplan ' residence and established their primary view according to the procedure stipulated in Malibu Municipal Code (M. ) 17.40. 040. 17 which provides protection for primary views.
2007 , the Planing Commission held a duly noticed public hearing on the subject application , reviewed and considered the staff report , reviewed and considered written reports public testimony, and other infonnation in the record.
As discussed in the Chronology, story poles were placed on the subject property during various stages of the design evolution to demonstrate the height ofthe proposed project and to analyze visual impacts and staff visited the site on numerous occasions to evaluate potential impacts.
The private view impacts have been addressed to the best of staffs ability. Staff has worked with the applicant and neighbors to address these concerns. The primar view protection for private views is found in 17.40. 040. A.17 and addresses only construction in excess of 18- feet in height. There is language in the LCP Section 6. 5 to protect views from scenic roads. Section 6. A. states "New
development shall be sited and designed to minimize adverse impacts on scenic areas from scenic roads or public viewing areas to the maximum feasible extent." Section 6. E. states "New development on parcels located on the ocean side of public roads , including but not limited to , Pacific Coast Highway, Malibu Road , Broad Beach Road , Birdview Avenue , and Cliffside Drive shall protect public ocean views. " Section 6. E.1 further states
1. Where topography
The project as currently proposed has been designed to have no impact on the neighbors ' primar view , to provide a new 10- foot public view corrdor at the intersection of Grasswood Avenue and Cliffside Drive on the western side of the property, proposes to maintain existing views from Cliffside Drive through the 10- foot side yard setback on the eastern side of the propert and relocates the OWTS to the most landward location possible (in the existing driveway area). The proposed project is the least environmentally damaging alternative.
Hearng was mailed to all property owners and occupants within a 500- foot radius of the subject propert Section 1.
reorientations were
On September 18
4.
recommendations, findings explaining why it is not feasible to take the recommended action. Pursuant to the authority and criteria contained in the California Environmental Quality Act GEQA" the Planing Division has analyzed the proposal as described above. The Planning Division has found that this project is listed among the classes of projects that have been detennined not to have a signficant adverse effect on the environment and are therefore , exempt ITom the provisions ofCEQA. The Planng Division has further detennined that none of the six exceptions to the use of a categorical exemption applies to this project (CEQA Guidelines Section 15300.2). Accordingly, a CATEGORICAL EXEMPTION wil be prepared and issued pursuant to CEQA Guidelines Sections 15301 Class 1 ( e) and (f) Existing Facilities - additions to an existing single- family residence and a health and safety protection device.
Section 3. Coastal Development Pennit Approval and Findings. Based on substantial evidence contained within the record and pursuant to Sections 13. B and 13. 9 of the City Malibu LCP Local Implementation Plan , the Planning Commission hereby adopts the findings in the staff report , the findings of fact below , and approves Coastal Development Pennit No. 05- 060. The proposed project has been reviewed by the City s Geologist , Environmental Health Administrator Biologist , and Public Works Department , as well as the Los Angeles County Fire Department (LACFD). According to the City s archaeological resource maps , the subject site has a low potential to contain archaeological resources. The project is consistent with the LCP' s zoning, grading, water quality, and
The subject property does contain clam habitat that is mapped ESHA as depicted on ESHA Overlay Map 2. However , the proposed project does not impact the ESHA as the development is proposed on the bluffop and not at sea level. Pursuant to LIP Section 4.4.4. A and B , the proposed scope of work is exempt from Environmental Review Board (ERB) review requirements.
wil not extend above road grade.
2. Where the topography of the project site does not permit the siting or design of a structure that is located below road grade , new development shall provide an ocean view corrdor on the project site by incorporating the following measures.
Site Plan Review- Construction Above 18 Feet in Height (LIP Section 13. 27.
a. Building
The LIP requires that the City make six findings in the consideration and approval of a site plan review for construction in excess of the City s base 18- feet in height up to 24- feet for a flat roof and 28- feet for a inches requested). The City requires additional findings (M. M:C. Section pitched roof (22 feet 9Y2 17. 62. 070). Staff believes the evidence in the record supports the requested site plan review and the following findings of fact for SPR No. 06- 028 are made below.
shall not occupy more than 80 percent maximum of the lineal
frontage of the site.
b. The remaining 20
percent of lineal frontage shall be maintained as one
contiguous view corrdor.
c. No
portion of any structure shall extend into the view corrdor.
public views and do not apply to private views. In addition , since the existing structure occupies 73 percent ofthe lineal frontage with 10. 3 percent on one side and 16.3 percent on the other , a 20 percent lineal frontage view corrdor is not possible , nor required. However the existing 10- foot view corrdor and the proposed driveway view corrdor (approximately 10 feet in width) (Attachment 6 of the associated Agenda Report - Proposed View Corrdor) combine to provide the maximum feasible public view corrdor -almost 20 percent of the lineal frontage. Given the enhancement in public views , the location of the proposed addition and change in elevation of
2.
That the project does not adversely affect neighborhood character.
The setback of the existing residence is consistent with other homes in the neighborhood. Since the requested setback modification affects only the second-story (the first floor remains as existing), the proposed project wil not adversely affect neighborhood character. 3.
The proposed project complies with
all applicable requirements of state and local law.
The project has received LCP confonnance review from the City s Biologist, Geologist , Public Works Department , Environmental Health Administrator and the LACFD. The project must also be approved by the LACFD and the City of Malibu Environmental and Building Safety Division, prior to issuance of building pennits. The proposed project complies with all applicable requirements of state and local law
Basements with Coastal Development Permits (M.
C. Section 17. 62. 060)
The M. C. states that " development projects which require a Coastal Development Pennit and which propose a basement shall obtain an administrative plan review utilizing the procedures set forth in Section 17. 62. 030. . For purposes of this section only, an APR maybe approved or conditionally approved if the project is consistent with M. C. Section 17 AO. 040. A.13 . c- f. This section shall only apply to those development projects for which an application is complete on or after October 27 2004.
The subject application was deemed complete on June 16 2007 , and includes a basement in conjunction
with the CDP request and therefore must also obtain an APR. APR No. 07- 095 was assigned to this project subject to the aforementioned provision of the M. C. The project has been reviewed for consistency with M. C. Section 17AO. 040. 13. f. This specific section details development requirements pertaining to the construction of basements , subterranean garages , cellars and combinations of all three. The proposed project confonns to each item enumerated in M. C. Section 17AO. 040. A.13.
All of the quoted text above relates to
Finding
1.
The project is consistent with policies
and provisions of the Malibu LCP.
The project has been reviewed for conformance with the LCP and M. C. As discussed herein , and as indicated in Tables 2 and 3 , the project , as proposed and/or conditioned , conforms to the certified City of Malibu LCP. The required findings for the MM request to permit a reduced front yard setback and the inches can be 9Y2 SPR request to permit building height greater than 18 feet up to a maximum of22 feet
Planning Commission Resolution No. 07Page 3 of 23
Planning Commssion Resolution No. 07Page I of 23
Finding
Finding
a. Structures shall extend no higher than the road grade adjacent to the project site , where feasible. b. Structures shall not exceed one story in height , as necessary, to ensure that bluewater views are maintained over the entire site. c. Fences shall be located away from the road edge and fences or walls shall be no higher than adjacent road grade , with the exception of fences that are composed of visually permeable design and materials. d. The project site shall be landscaped with native vegetation types that have a maximum growth height at maturity and are located such that landscaping
pursuant to Chapter
Section 2. Environmental Review.
the roadway, new
development shall be sited and designed to preserve bluewater ocean views over the approved structures by incorporating the following measures.
If the project is located in or adjacent to an environmentally sensitive habitat area of the Malibu LIP (ESHA Overlay), that the project conforms with the recommendations of the Environmental Review Board, or if it does not conform with the
Finding
of the
project site descends from
Department and the LACFD and has been detennined to be consistent with the policies and provisions of the LCP (see Tables 2 and 3). The project design proposes a 43 percent reduction in the front yard from 65 feet to 28 feet , two inches for the second-story addition only (the first floor remains as existing). These reductions are requested due to the constraints ofthe 30- foot easement on Cliffside Drive. It does not appear from the development patterns on Cliffside Drive that the easement has been previously removed from the front yard calculations during past years. Staff has confinned that a minor modification was requested in order to pennit the recent , second-story portion over the existing first floor portion of the structure at 29060 Cliffside Drive. Pursuant to Malibu LIP Section 13. 27 . B a Minor Modification may be granted to reduce setback requirements by no more than 50 percent for front yards. The proposed project meets this requirement.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
Planning Commssion Resolution No. 07Page 5 of 23
Environmentally Sensitive Habitat Area (ESHA) Overlay (LIP - Chapter 4) The subject property does contain clam habitat that is mapped as ESHA as depicted on the ESHA Overlay Map 2. However, the proposed project does not impact the ESHA as the development is
proposed on the blufftop and not at sea level. The project will result in less than significant impacts to; sensitive resources; loss of vegetation or wildlife; or encroachments into an ESHA. Therefore, according Planning Commission Resolution No. 07-
Planning Commission Resolution No. 07-
Page 9 of 23
Page 7 of 23
EN
KIRK! BLASCHKE
LI
G.
2007 , revised plans were submitted and on February 3 2007 , story poles were again placed on the subject property. Staff revisited the Kaplans and took additional photos. The revised design of a lower single-story ridgeline appeared to have less of an impact to the Kaplans primar yiew. However, Mr. Kaplan indicated at this time that his neighbor at 29107 Cliffside Drive , Ralph Homan , had primary view concerns as well. Subsequently, staff contacted Mr. Homan and established his primary view. At that time , it appeared that the Kaplans may have valid concerns with regard to the height of the structure in excess of 18 feet in height. However, from Mr. Homann s residence , it did not appear that any of the second-story portion would impact his view but rather the most ocean- front leading edge portion (proposed at 18 feet) may block some blue water view. Since primary view protection does not corne into effect until a project exceeds 18 feet in height , staff determined that there was no primary view impact to Mr. Homann s residence. Staff conveyed this information to applicant who adjusted his design and story poles.
General Coastal Development Permit (LIP - Chapter 13)
made. Based on submitted reports , visual impact analysis and detailed site investigation , the project is consistent with all policies and provisions of the Malibu LCP.
the neighbors ' properties , the project as proposed wil visual impacts.
have no
significant adverse scenic public or private
H.
1.
On April 25 , 2007 , the applicant submitted a revised design, which put the one-story portion at 18 feet in height and the two-story portion at 22 feet 9V2 inches. On May 5 2007 , the project was re-poled and on May 7 th and M;ay 22 , stafftook photos
from the Homan and Kapl n residences respectively.
K.
On May 26 , 2007 , it was relayed to staff that the Kaplans , Mr. Homann and the property owner, Bruce Martin had met to discuss his latest proposal and that discussions centered on the removal or thinning oflarge (view blocking) trees and maintenance of the existing vegetation at the proposed roof height (to ensure existing blue water views) which could mitigate the impacts of the proposed secondstory structure.
L.
On June 16 , 2007 , the final department review was received and the application was deemed complete for processing.
M. On July 15
, 2007 , the project site was re-poled using orange flags to indicate the height of
the one-story portion at 18 feet and bright yellow flags to indicate the height of the proposed second-
Pursuant to LIP section 13. 9 the following four findings need to be made on all coastal development permits.
That the project as described in the application and accompanying materials, as modifed by any conditions of approval, conforms with the certifed City of Malibu Local Coastal Program. Finding
1.
The project , as conditioned , and with approval of the SPR , MM and APR requests complies with the required residential standards of LIP Sections 3. , 3. 6 and 6. 1 (see Table 2).
Finding
2.
The project does not adversely affect neighborhood character.
Finding
4.
The proposed project complies with
N. On July 16, 2007 , staff conducted a final site visit and took another round of
photos.
Although difficult to see , the story poles and colored flags demonstrated that the proposed structue when viewed from the elevations of the neighboring residents had the same blue water view blockage at 18 feet as at 22 feet 9V2 inches. This is discussed further in the Site Plan Review Findings and Scenic and Visual Planning Commission Resolution No. 07Page 2 of 23
site relative to neighboring properties. As discussed
in the chronology,
staff visited the site and
neighboring properties numerous times , inspecting story poles and evaluating potential public and private view impacts as well as impacts to neighborhood character. Staff found the existing neighborhood character to consist of a mix of large residential estates and smaller modest ranch-style homes. The immediately adjacent ocean side neighbors consist of a two-story and a parial two-story structure with mature vegetation and similar setbacks. Since the setback of the existing residence is consistent with other homes in the neighborhood and the requested setback modification affects only the second-story (the first floor remains as existing), the proposed project wil not adversely affect neighborhood character.
all applicable requirements of state and local law.
Finding
The project is located between the first public road and the sea. The proposed project and related construction activities are not anticipated to interfere with the public s right to access the coast , as the site currently offers no public beach access. There is existing vertical public access at the nearby Point Dume State Beach to the west; therefore , the project conforms to the public access and recreation policies.
There exists no alternative building site location where on site development would not be visible. The project has been designed to minimize adverse or scenic impacts by proposing the second-story addition in an area with the least impact to the primary views of the neighbors while creating additional public scenic viewing opportnities through the site.
Finding
The project has received LCP confonnance review from the City s Biologist , Geologist , Public Works Department , Environmental Health Administrator and the LACFD. The project must also be approved by the LACFD and the City of Malibu Environmental and Building Safety Division , prior to issuance of building pennits. The proposed project complies with all applicable requirements of state and local law. Finding
5.
(LIP
The project is consistent with the City
s general plan and local coastal program.
The project is consistent with the General Plan s rural residential designation for the site. As discussed herein , the project is consistent with the LCP.
TE
- Chapter 5)
OF C
A LI F O
RN
The proposed project does not require the removal of any native trees. Therefore , according to Section , the native tree findings are not applicable. Project Name Scenic Visual and
Hilside Resource Protection Ordinance
(LIP
- Chapter 6)
The Scenic , Visual and Hilside Resource Protection Ordinance governs those CDP applications concerning any parcel ofland that is located along, within , provides views to or is visible from any scenic area , scenic road , or public viewing area. This project is visible from a scenic road (Cliffside Drive); therefore , the Scenic , Visual and Hilside Resource, Protection Ordinance applies and the five findings set forth in LIP Section 6.4 are hereby made below.
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
2.
public access and recreation policies of Chapter
3.
The project is the least environmentally damaging alternative.
Pursuant to the California Environmentally Quality Act (CEQA), this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment and is categorically exempt trom CEQA. The proposed project would not result in signficant adverse effects on the environment , within the meaning of CEQA and there are no further feasible alternatives that would
further reduce any impacts on the environment. The project wil not
result in potentially significant
impacts on the physical environment. The proposed location is the least environmentally damaging alternative.
The project as proposed has been found to be categorically exempt under CEQA Sections 15301 Class I(e) and (f) Existing Facilities - additions to an existing single- family residence and a health and safety protection device. Therefore , the project as proposed has been determined to be consistent with CEQA.
There are three alternatives that were considered to determine the least environmentally damaging alternative.
story at 22 feet 9V2 inches. The blufffront , leading edge ofthe structure remained poled at 18 feet with a
wooden two by four, painted black extending the length the structure.
Story poles were placed on the property to demonstrate the project' s potential for aesthetic changes to the
The project is located between the first public road and the sea. The project conforms to the (commencing with Sections 1976 of the Coastal Act of 30200 of the Public Resources Code).
Finding
C-30765
REN. 04.30.13
to LIP Section 4. 6(C), the supplemental ESHA findings are not applicable. Native Tree Protection Ordinance
On Januar 20
On April 12 , 2007 staff revisited the Kaplan and Homann residences and took another round of story pole photographs and reassessed the primary view concerns. It appeared that by reducing the impact to the Kaplans the revised project would have an impact to Mr. Homan s primar view. This information was conveyed to the applicant who indicated that he would further revise his project.
J.
on site wastewater treatment requirements. The project has been determined to be consistent with all applicable LCP codes , standards , goals , and policies.
A ST
On October 25 2006 , planning staff received a letter from the Kaplans expressing their concerns with the scope and overall height ofthe project. Staff contacted the applicant and conveyed the Kaplans ' concerns and directed the applicant to the M. C. Section 17.40. 040. 17.
E
IA
F.
AR CH SED IT
CT
C
Attachment 1
1. No Project - The no project alternative would avoid any change in the project site , and hence any change in visual resources. The project site is zoned for residential use and the " no project" alternative would not accomplish the goals ofthe subject application. Therefore, the "no project" alternative is not feasible.
Chapter
3.
The project
provides maximum feasible protection to signifcant public views as required by
of the Malibu LIP.
The subject property is 103 feet in length with existing development spanning approximately 75 feet (73 percent) across the site leaving a 10 foot six inch (1 0. 3 percent) side yard setback to the east and a 16 foot six inch (16. 3 percent) side yard setback to the west. The existing residence is currently located 12 feet below the road grade at Cliffside Drive. The existing mature vegetation does not allow a public view over the site except for the visually permeable driveway gate area and 10- foot side yard setback through which a blue water view is visible. The existing structure is 14 feet in height and the applicants ' request is to raise the roof height of the single-story portion to 18 feet with the second-story addition at 22 feet 9'i inches. As the visual analysis shows (see Attachment 5 of the associated Agenda Report), the location (northwest comer of the site) of the proposed 499 square foot , second-story addition at 22 feet 9'i inches has the same visual impact to private views as the portion of the structure proposed at 18 feet due to the change in elevation (approximately 15 feet). There is no further blue water view impact at the higher height than that which is permitted by the strcture s leading, bluff- front edge at 18 feet.
The proposal includes a new elevated driveway to the second-story, guest unit/second residential unit to allow for disabled access and provide additional off-street parking. This driveway cut eliminates approximately 20 feet of the existing mature vegetation at the street edge and creates a new view corrdor on the western side of the property allowing a new blue-water ocean view when descending Grasswood . Avenue toward Cliffside Drive. This view corrdor is similar to the one located at the intersection of
Page 4 of23 .
as proposed, wil have no signifcant adverse scenic or visual impacts due to project design, location on the site or other reasons.
As discussed in the chronology, and in Site Plan Review Finding 3 , story poles were placed on the site in order to detennine if the project would have a visual impact. Primary view protection does not apply unless the request is in excess of 18 feet in height. The height of the proposed second-story addition exceeds 18 feet and has therefore been analyzed for its potential to impact primary views. The subject property is 12 feet below existing road grade and the neighboring properties which were analyzed for primary view impacts are approximately 15 feet up from road grade at Cliffside Drive. The difference between these two elevations (approximately 27 feet) means the 18 foot structural element encroaches into blue water views more than the 22 feet 9Y: inch structural element on the ocean side of the residence. There is no advantage visually to limiting the structure to 18 feet in height in the foreground as there is the same visual effect overall.
by proposing the second-story addition in an area with the least impact to the primary views of the neighbors while creating additional public scenic viewing opportnities through the site.
applicant to continuously maintain the vegetation in the view corrdor. In addition, no new development is proposed to encroach into the existing 10- foot eastern side yard setback allowing this existing "view corrdor" to remain unaltered.
Planning Commission Resolution No. 07-
Page 6of23
Finding
1.
The project,
As discussed in Site Plan Review Finding 3 , there exists no alternative building site location where onsite development would not be visible. The project has been designed to minimize adverse or scenic impacts
The project as currently proposed has been designed to have no impact on the neighbors ' primar view , to provide a new 10- foot deed restricted public view corrdor at the intersection of Grasswood Avenue and Cliffside Drive on the western side of the propert, and to maintain existing views from Cliffside Drive through the 10- foot side yard setback on the eastern side of the property. The project as designed and proposed wil have no significant adverse scenic impacts. Finding
2.
The project, as conditioned,
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
wil not have signifcant adverse scenic or visual impacts due to
required project modifcations, landscaping or other conditions.
Based on the visual analysis and on-site evaluation and analysis , it was detennined that the proposed project would not obstruct visually impressive scenes of the Pacific Ocean, off-shore islands , Santa Monica Mountains , canyons , valleys , or ravines from the main viewing area of any affected principal AO. 040. 17. residence as defined in M. C. Section 17
Minor Modifcation - Reduction in Front Yard Setback (LIP
Section
13. 27.5)
Pursuant to LIP Section 13. 27. 5
the Planning Commission may approve or conditionally approve a minor modification application only if the Planning Commission affinnatively finds that the proposal meets all of the following findings:
Cliffside and Dume Drives. A condition for a deed restriction has been added which requires the
2. Alternative Designs - A second-story addition measuring 28- feet in height was originally Planning Commission Resolution No. 07-
18 6. The portion of the project that is in excess of feet in height does not obstruct visually impressive scenes of the Pacifc Ocean , offshore islands, Santa Monica Mountains, canyons, valleys or Section C. ravines from the main viewing area of any affected principal residence as defined in MM 17.40. 040. 17.
Finding
The project has been designed to avoid any adverse or scenic impacts. The proposed additions
are
designed to be compatible with the existing residence and be compatible with the residential character of
the surrounding neighborhood. Approval of the project is subject to a condition requiring a deed restriction to maintain the landscaping and vegetation in the offered view corrdor edge (Condition No. xx).
Finding 3.
The project,
as proposed or as conditioned, is the least
on the western
propert
environmentally damaging
alternative.
As discussed in A. General Coastal Development Pennit , Finding 3. the project as proposed or as Finding
1.
That the project is consistent with policies
of the Malibu LCP.
The project has been reviewed and analyzed for confonnance with the LCP by Planning Division staff the City Geologist , City Environmental Health Specialist , City Biologist , City ofMalibu Public Works Planning Commission Resolution No. 07Page 8 of 23
Sheet Title
coastal development permit
conditioned is the least environmentally damaging alternative. Finding
4.
There are no feasible alternatives to development that would avoid or substantially lessen any resources.
signifcant adverse impacts on scenic and visual
Planning Commission Resolution No. 07-
Drawing File Scale
Page 10 of23 Drawn By
n/a krb
Job martin and costin Sheet
A0.4
coastal development permit
Lot 05 Deparent , and the LACFD requirements. Notwithstanding this review, all required permts shall
impacts on the site stability or structural integrty. As discussed above in G. Scenic Resources , Finding 1 , the proposed project as conditioned wil result in less than significant impacts on scenic and visual resources. Development in a specifc location on the site may have adverse scenic and visual impacts but wil eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certifed LCP.
Finding
5.
As discussed above in G. Scenic Resources , Finding 1 , the proposed project as conditioned wil result in less than significant impacts on scenic and visual resources.
Transfer Development Credits (LIP - Chapter 7)
Pursuant to section 7.2 of the LIP the regulations requiring a transfer development credit apply to any action to authorize a coastal development pennit for a land division. The proposed coastal development pennit does not involve a land division. Therefore ,
Chapter 7 of the LIP does not apply to this
application.
Development in a specifc location on the site may have adverse impacts but wil eliminate minimize or otherwise contribute to conformance to sensitive resource protection policies contained in
Finding
5.
the certifed Malibu LCP.
As stated in J. Hazards Finding 1 , the proposed project as designed , conditioned , and approved by the City Geologist , City Public Works Department and the LACFD , wil not have any significant adverse impacts on the site stability or structural integrty and wil provide the required emergency/fire access. No adverse impacts are anticipated to any sensitive resource protection policies contained in the LCP. However, pursuant to LIP Section 4.42 , the property owner will be required , as a condition of approval , to record a deed restriction acknowledging and assuming the hazard risk of development at the site. The deed restriction shall state that the proposed project is subject to wave action , erosion , flooding, landslides or other hazards associated with development on a beach or bluff, and that the property owner assumes said risks and waives any future claims of damage or liability against the City of Malibu and agrees to indemnify the City of Malibu against liability, claims , damages or expenses arising from any inquiry or damage due to such hazards.
Grading (LIP - Chapter 8) Shoreline and
There are no findings required by LIP Chapter 8. Table 3 provides the specifications for the exempt and non-exempt grading quantities proposed. The project is consistent with the LCP' s grading provisions. Hazards (LIP - Chapter 9)
The project was analyzed by City staff, for the hazards listed in the LIP Section 9 . 7. The project site is not subject to significant geologic hazards. The project is set back to the 1. 5 factor of safety line and is not within the wave uprush zone. No substantial risks to life and/or property are anticipated provided the recommendations of the geotechnical reports prepared for the project are followed.
as proposed wil neither be subject to nor increase instability of the site or structural integrity from geologic, flood, or fire hazards due to project design, location on the site or Finding
1.
The project,
other reasons.
(LIP - Chapter 10)
Bluff Development
LIP Section 10. 3 requires that shoreline and bluff development findings be made if the project is anticipated to result in potentially significant adverse impacts on coastal resources , including public access and shoreline sand supply. The project is not anticipated to result in such impacts. The project is sited and designed to minimize risks , assure stability and structural integrty while neither creating nor contributing significantly to erosion or adverse impacts on public access or shoreline sand supply. The development is sited and designed to not require the construction of protective devices that could create or contrbute to shoreline erosion or alter naturallandfonn features. The project meets the required bluff setback and is outside of the wave uprush zone. No development is proposed on or near the beach. Therefore , the findings from LIP Section 10. 3 need not be made. Nevertheless , the findings from LIP Section 10. 3 can be made for the reasons stated below: Finding
1.
The project,
as proposed, wil have no signifcant adverse impacts on public access,
shoreline sand supply or other resources due to project design, location on the site or other reasons. The project was analyzed by staff for the hazards listed in the LIP Section 9.2. A (1- 7). Analysis ofthe project hazards included review of the following documents/data, which are available on file with the City: 1) existing City Geologic data maintained by the City; 2) Preliminary Engineering Geologic and Geotechnical Report prepared by Donald Kowalewsky dated March 15 , 2006; Addendum Response to Geology and Geotechnical Engineering Review dated June 7 2006; and Addendum No.2 to Preliminar Engineering Geologic and Geotechnical Report dated July 3 , 2006. Based on the reports referenced above , the property is not located within an active earthquake fault zone and no known active faults exist beneath the proposed project.
As stated in J. Hazards Finding 1 , the project meets the required bluff setback (50- feet with a safety factor 5) as approved by the city Geologist. In addition , the project has been evaluated and detennined to provide adequate structural stability and to not create or contribute to shoreline erosion , or to have an impact on local shoreline sand supply. Therefore , the project is not anticipated to result in any new significant adverse impacts on public access , shoreline sand supply, or other resources. of 1.
Finding
2.
, wil not have
The project, as conditioned
signifcant adverse impacts on public
shoreline sand supply or other resources due to required project modifcations or The project has been reviewed by the City Geologist and the City Public Works Department for erosion hazards and bluff retreat. In infonnation submitted by Mr. Kowalewsky, the applicant's geotechnical consultant , he states that
access,
other conditions.
As stated in K. Shoreline and Bluff Development Finding 1 above , as designed , conditioned , and approved by the City Geologist the project wil
Planning Commission Resolution No. 07Page 11 of23
not have any
significant adverse impacts on public access
Planning Commission Resolution No. 07-
Trail Access - No trails are located on or adjacent to the subject property; therefore , no conditions or findings for trail access are required. 10.
Recreational Access - The project site does not include or have any access ways to existing or planned public recreational areas. Therefore , no conditions or findings for recreational access are required. Land
Division
(LIP
- Chapter 15)
This project does not involve a division ofland as defined in LIP Section the LCP does not apply.
15. 1;
therefore , Chapter 15 of
(LIP
LIP Chapter 18 addresses onsite wastewater treatment systems. LIP Section 18. 7 includes specific siting,
Section 4. Conditions of Approval
13.
Based on the foregoing findings and evidence contained within the record , the Planing Commission hereby approves Coastal Development Permit No. 05- 060 , subject to the conditions listed below:
All recommendations of the consulting Certified Engineering Geologist or Geotechnical Engineer and/or the City Geologist shall be incorporated into all final design and construction including foundations , grading, sewage disposal , and drainage. Final plans shall be reviewed and approved by the City Geologist prior to the issuance of a grading permit.
Final plans approved by the City Geologist shall be in substantial conformance with the approved coastal development permit relative to construction, grading, sewage disposal and drainage. Any substantial changes may require amendment to this coastal development permit or a new Coastal
Grading and Drainage plan shall be approved by the Public Works Deparent and Environmental and Building Safety Division prior to the issuance of grading permits for the project.
15.
The Ocean between Latigo Point and the West City Limts has been established by the State Water Resources Control Board as an Area of Special Biological Signficance (ASBS) as par of the Californa Ocean Plan. Ths designation prohibits the discharge of any waste including storm water ruoff directly to the ASBS. The applicant shall provide a drainage system that does not discharge waste including storm water ruoff into the ASBS. The system should not be subject to inundation wave up-rush or tidal actions.
16.
The applicant/propert owner shall contract with a City approved hauler to facilitate the recycling of
all
Recoverable material shall include but shall not be limted to: Asphalt , dir and earen material , lumber, concrete, glass , metals , and dryall. Prior to the issuace of
recoverable/recyclable material.
(W)
shall be submitted to the a building/demolition penit , a Waste reduction and Recycling Plan shall indicate means and measures for Public Works Deparent for review and approval. The a minium of 50% diversion Goal.
WR
Prior to the issuance of the Certificate of Occupancy, the applic ant shall provide the Works shall designate all material that werePublic The Final Deparent with a Final land filled or recycled , broken down by material tyes. The Public Works Deparent shall approve the fial
WR.
WR
WR.
Framing 28.
When the framing is completed , a site survey shall be prepared by a licensed civil engineer or architect that states the finished ground level elevation and the highest roof member elevation. The Planning Division shall sign off stating that said docum ent has been received and verified.
29.
All driveways shall be a neutral color that blends with the surrou nding landforms and vegetation. The color shall be reviewed and approved by the Planning Mana ger and clearly indicated on all grading, improvement and/or building plans.
30.
Retaining walls shall incorporate veneers , texturing and/or colors that blend with the surrounding earth materials or landscape. The color and material of all retain ing walls shall be reviewed and approved by the Planning Manager and clearly indicated on all grading, improvement and/or building plans.
31.
compatible with the New structures shall incorporate colors and exterior materials that are to colors surrounding landscape. Acceptable colors shall be limited compatible with the
A Wet Weather Erosion and Sediment Control Plan is required for this project (if grading or
constrction activity is anticipated to occur durg the included:
inches in height)
, to the satisfaction of the Prior to issuance of a building permit the applicant shall demo nstrate Building Official , compliance with the City ofMalibu ' s Onsite Wastewater Treatment regulations including provisions ofthe Chapter 18. 9 ofthe LCP related to continued operation , maintenance and monitoring of on-site facilities.
Colors/Materials
14.
, brown and gray with no white surrounding environment (earth tones) including shade s ofgreen or light shades and no bright tones. The use of highly reflective materials shall be prohibited
raig season). The following elements shall be
except for solar energy panels or cells which shall be placed
to minimize significant
adverse
Planning Commission Resolution No. 07Page 19 of23
Planning Commission Resolution No. 07-
Planning Commission Resolution No. 07Page 15 of23
Page 13 of23
26.
27.
Grading/ ater Ouality/Public Works
Approval of this application is to allow for constrction of the project described herein.
Remodel the existing 4 013 square foot single- family residence 017 square foot basement/subterranean garage 373 square foot first- floor addition 499 square foot second- floor guest/second residential unit (22 feet 9 Elevated drive ay/off-street parking
25.
Development Permit.
Standard Conditions
The applicants and property owners , and their successors in interest , shall indemnify and defend the City of Malibu and its officers , employees and agents from and against all liability and costs relating to the City s actions concerning this project , including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City s actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City' s expenses incurred in its defense of any lawsuit challenging the City s actions concerning this project.
during geologic testing or during
construction , work shall
Geology 12.
Onsite Wastewater Treatment System
Solid Waste
If human bone is discovered
immediately cease and the procedures described in Section 7050. 5 ofthe California Health and Safety Code shall be followed. Section 7050. 5 requires notification ofthe coroner. Ifthe coroner determines that the remains are those of a Native American , the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification ofthe Native American Heritage Commission , the procedures described in Section 5097. 94 and Section 5097. 98 of the California Public Resources Code shall be followed.
Chapter - 18)
design, and performance requirements. The project includes an AOWTS , which has been reviewed by the City Environmental Health Administrator and found to meet the minimum requirements ofthe Malibu , and the LCP. The subject system wil meet all applicable Plumbing Code , the City of M. requirements , and operating permits wil be required. The system will incorporate a 4 000 gallon Advantex AX- 20 system with a ultra-violet disinfection unit. Secondary and tertiary treatment wil be required. An operation and maintenance contract and recorded covenant covering such shall be in compliance with the City of Malibu Environmental Health requirements. In addition , conditions of approval have been included to require continued operation , maintenance and monitoring of on-site facilities.
If potentially import t cultural resources are found in the course of geologic testing or during construction , work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Planing Manager can review this information. Where , as a result ofthis evaluation , the Planning Manager determines that the project may have an adverse impact on cultural resources; a Phase II Evaluation of cultural resources shall be required pursuant to Section 17 . 54. 040(D)( 4)(b) ofthe City ofMalibu Municipal Code.
11. Onsite Wastewater Treatment System
Los Angeles County Waterworks District No. 29 indicating the ability of the proposed project to receive adequate water service.
be secured.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
Page 17 of23
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this is almost the exact middle of the cove , a broad sand beach exists , therefore , limiting wave uprush against the base of the seacliff. 2. A moderate amount of talus has accumulated at the toe of the bluff. This indicates that wave erosion at the base of the bluff is infrequent. 3. The propert has a beach cabana/storage building that is visible on aerial photographs taken in 1952 (as well as 1972). That structure is located in the toe of the slope and has remained unaffected by erosion for over 50 years. 4. Bedrock strata is dipping into the slope at low angles. A condition that is very favorable for long term stability.
Finding 3. The project, alternative.
as proposed or as conditioned, is the least
environmentally damaging
1. Because
Based on the above observations and site conditions it would appear that no retreat has occurred in 50 years.
The City Geologist is in agreement with this assessment as indicated on the LCP- LIP Geotechnical Conformance Review Sheet dated August 8 , 2006 , which states that the project is "Approved from a geotechnical perspective. Based on the reports submitted and review by the appropriate City Deparments and LACFD , the project , as proposed , wil neither be subject to nor increase instability of the site or structural integrty from geologic , flood , or fire hazards due to project design, location on the site or other reasons.
As discussed previously, the project will not result in potentially significant impacts because 1) feasible mitigation measures and/or alternatives have been incorporated to substantially lessen any potentially significant adverse effects of the development on the environment , or 2) there are no further feasible mitigation measures or alternatives that would substantially lessen any potentially significant adverse impacts of the development on the environment. The project is the least environmentally damaging alternative.
There are not alternatives to the proposed development that would avoid or substantially lessen impacts on public access, shoreline sand supply or other resources.
Finding
conditioned , and approved by the City Geologist the project wil not have any significant adverse impacts on public access or shoreline sand supply or other resources. above , as designed ,
In addition, if the development includes a shoreline protective device, that it is designed or conditioned to be sited as far landward as feasible, to eliminate or mitigate to the maximum extent 5.
feasible extent adverse impacts on local shoreline sand supply and public access, there are no alternatives that would avoid or lessen impacts on shoreline sand supply, public access or coastal resources and is the least environmentally damaging alternative.
Finding
2.
The project,
as conditioned,
wil not have signifcant adverse impacts on site stability or
structural integrity from geologic, flood or fire hazards due to required project modifcations landscaping or other conditions.
As stated in J. Hazards Finding 1 , the proposed project as designed , conditioned , and approved by the City Geologist , City Public Works Department and the LACFD , wil not have any significant adverse impacts on the site stability or structural integrty. Finding
3.
The project, as
proposed or as conditioned, is the least environmentally damaging alternative.
As discussed previously, the proposed project as designed , conditioned , and approved by the City Geologist , City Public Works Department and the LACFD , the project wil not result in potentially significant environmental impacts because site and construction design measures have been incorporated which substantially lessen any potential for adverse effects of the development on the environment. The project as proposed or conditioned is the least environmentally damaging alternative. 4. There are no alternatives to development that would avoid or substantially lessen impacts site stability or structural integrity. Finding
As stated in J. Hazards Finding 1 , the proposed project as designed , conditioned , and approved by the City Geologist , City Public Works Department and the LACFD , wil not have any significant adverse
17.
The development does not include modifications to an existing shoreline protective device , or a new shoreline protective device; therefore , this finding is not applicable. Public
Access
(LIP - Chapter 12)
Subsequent submittals for ths project shall be in substantial compliance with the plans date stamped July 27 , 2007. The project shall comply with all conditions of approval stipulated in the referral sheets attached to the agenda report for this project. In the event the project plans conflict with any conflct with any condition of approval , the condition shall take precedence.
18.
The applicant shall file this fonn with the Planning Division within 10 days of this decision and prior to issuance of any development pennits. accepting the conditions set forth herein.
Vertical Access - Public vertical access can be obtained at Point Dume State Park approximately 700- feet
west on Cliffside Drive. Adequate vertical access is provided in the vicinity of the project site. The proposed project wil not result in potentially significant impacts on vertical access; therefore , no
The applicant shall submit three (3) complete sets of plans to the Planning Division for
conditions or findings for vertical access are required.
consistency review and approval prior to the issuance of any building or development pennit.
Lateral Access - Lateral public access exists along the State of California s " wet sand right-of-way which allows public use of lands seaward of the mean high tide and provides public access along and parallel to the sea or shoreline. The proposed development will not encroach any further toward the mean high tide line than the existing development and is not anticipated to impact existing public access. Therefore , no conditions or findings for vertical access are required.
Questions of intent or interpretation of any condition of approval wil Manager upon written request of such interpretation.
Bluff Top Access - The project site does not currently-provide bluff top access. The project wil not impede bluff top access and wil not result in potentially significant impacts on bluff access; therefore, no conditions or findings for bluff top access are required. Plannng Commission Resolution No. 07-
Page 14 of23
be resolved by the
19.
Page 16 of23
public
this project. The
Earhmoving during the rainy season (extending ITom November 1 to March 1) shall
A LI F O
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Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
be prohibited
Grading during the rainy season may be permitted to remed iate hazardous geologic conditions that endanger public health and safety.
21.
The non-exempt grading for the project shall not exceed 1 000 cubic yards of cut and fill.
22.
Exported soil ITom the site shall be taken to the County Landf ill or to a site with an active grading permit and the ability to accept the material in compliance with LIP Section 8.
23.
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and
viewing areas. Permitted lighting
Lighting for walkways shall be limited to fixtures that do not exceed two feet in height that are directed downward , and use bulbs that do not exceed 60 watts 01: the equivalent. Security lighting controlled by motion detectors may be attached to the residence provided it is directed downward and is limited to 60 watts or the equivalent. Driveway lighting shall be limited to the minimum lighting necessary for safe vehicular use. The lighting shall be limited to 60 watts or the equivalent. Lights at entrances in accordance with Building Codes shall be permitted provided that such lighting does not exceed 60 watts or the equivalent Site perimeter lighting shall be prohibited. Outdoor decorative lighting for aesthetic purposes is prohibited. Night lighting for sports courts or other private recreational facilities in scenic areas designated for residential use shall be prohibited. Prior to issuance ofthe CDP , the applicant shall be required to execute and record a deed reflecting the above restrictions. restriction
SWMP prope shall be supported by a hydrology and hydraulic study that identifies rt all areas contributory to the and an analysis of the pre- development and post- development drainage of the site. The SWMP shall identify the Site design (LIP pages 283- 4) and Source control (LIP page 284) Best
20.
Minor changes to the approved plans or the conditions may be approved by the Planning
Planning Commssion Resolution No. 07-
to low intensity features , shielded ,
concealed so that no light source is directly visible ITom shall conform to the following standards:
the waste.
, for development that includes grading on slopes greater than 1. Approved grading operations 4: shall not be undertaken unless there is sufficient time to comp lete grading operations before the rainy season. If grading operations are not completed before the rainy season begin s , grading shall be halted and temporary erosion control measures shall be put into place to minimize erosion until grading resumes after March 1 , unless the Planning Manager determines that completion of grading would be more protective of resources.
Planning
Manager , provided such changes achieve substantially the same results and the project is still in compliance with the Malibu Municipal Code and the Local Coastal Program. An application with all required materials and fees shall be required. All structures shall confonn to the City ofMalibu Environmental and Building Safety Division, City Geologist , City Environmental Health Administrator, City Biologist , City Public Works
Exterior lighting shall be minimized and restricted
mented in the design of the project.
in their entirety and placed directly onto a separate plan sheet behind the cover sheet of the development plans submitted to the City of Malibu Environmental and Building Safety Division for plan check and the City of Malibu Public Works/Engineering Services Deparment for an encroachment pennit (as applicable).
32.
Management Practices (BMPs) that have been imple
This resolution and the referral sheets attached to the agenda report for this project shallbe copied
No issue of public prescriptive rights has been raised.
A Storm Water Management Plan (SWMP) is required for
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Lighting
prior to the issuance of the grading
drainage system to prevent the discharge of runoff through
REN. 04.30.13
glare glass.
without rain. a. ed periods b. Designated areas for the storage of construction materialsextend that do not disrupt drainage patterns or subject the material to erosion by site runoff. c. Designated area for the construction portable toilets that separates them ITom storm water runoff and limits the poten for upset. d. Designated areas for dispostial al and recycling facilities for solid waste separated ITom the site
Pursuant to LIP Section 13. 18.2 (page 237), this pennit and rights conferred in this approval shall not be effective until the property owner signs and returns the Acceptance of Conditions Affidavit
This pennit shall be null and void if the project has not commenced within two (2) years after issuance of the pennit. Extension to the pennit may be granted by the approving for due cause. Extensions shall be requested in writing by the applicant or authorized agent at least two (2) weeks prior to the expiration of the two- year period and shall set forth the reasons for the request.
A Storm Water Pollution Prevention Plan shall be provided
C-30765
impacts to public views to the maximum extent feasible. All windows shall be comprised of non-
permits for the project. This plan shall include: Dust control plan for the management of fugitive dust during
A reduced set of project plans is included as Attachment 3 in the associated Agenda Report.
Planning Commission Resolution No. 07-
Page 12 of23
Locations where concentrated runoff wil occur. Plans for the stabilization of disturbed areas of the property, landscaping and hardscape along with the proposed schedule for the installation of protec tive measures. Location and sizing criteria for silt basins , sandbag barrers , and silt fencing. Stabilized construction entrance and a monitoring program for the sweeping of material tracked off site.
4.
As stated in K. Shoreline and Bluff Development Finding 1
Finding
Relocation/installation of a new alternative onsite wastewater treatment system Minimal grading Landscaping . New blue-water public view corrdor at the comer of Grasswood and Cliffside Reduction in impenneable coverage- the east side driveway and the ITont parking area are proposed to be replaced by a straight driveway down into the subterranean parking . A Minor Modification to allow the second-story addition over the existing structure which is within the ITont yard setback . A Site Plan Review for construction in excess of 18 feet in height . An Administrative Plan Review for the basement/subterranean garage
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or shoreline sand supply or other resources.
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There are several lines of evidence that indicate that the average rate of bluff retreat along this portion ofDume Cove has a lesser rate than other parts ofthe point.
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Ths project proposes to constrct improvements withn the Public Street right-of-way. The applicant shall obtain encroachment permits ITom the Public Works Deparent prior to the commencement of any work withi the Public right-of-way. Existing improvements that encroa ch into the public street right-of-way shall be removed and shown as such on the gradin g plan.
Hazards 33.
The property owner is required to acknowledge , by recordation of a
deed restriction that the
property is subject to wave action , erosion , flooding, landslides , or other hazards associated with
development on a beach or bluff, and that the property owner assumes said risks and waives any future claims of damage orliability against the City ofMalibu and agrees to indemnfy the City of Malibu against any liability, claims , damages or expenses arising ITom any injury or damage due to such hazards. Shoreline Protection 34.
As a condition of approval of new development on a vacant beachITont or bluff-top lot , or where demolition and rebuilding is proposed , where geologic or engineering evaluations conclude that the development can be sited and designed so as to not require a shoreline protection structure as part of the proposed development or at anytime during the life of development , the property deed restriction owner shall be required to record a against the property that ensures that no shoreline protection structure shall be proposed or constructed to protect the development approved and which expressly waives any future right to construct such devices that my exist pursuant to Public Resources Code Section 30235.
Sheet Title
coastal development permit
Water Service 24.
Drawing File
Prior to the issuance of a building permit , the applicant shall submit a Wil Serve letter ITom the Planning Commission Resolution No. 07-
Page 18 of23
Planning Commission Resolution No. 07Page 20 of23
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Job martin and costin Sheet
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coastal development permit
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
View Corrdor
35.
As a condition of approval for new development , the property owner shall be required to record a deed restriction against the propert to ensure that vegetation in the proposed 10- foot view corrdor at the intersection of Cliffside Drive and Grasswood Drive is continuously maintained.
In addition , no new development is approved to encroach into the existing 10- foot eastern side yard setback allowing this existing "view corrdor" to remain unaltered. Biology/Landscape 35.
Invasive pant species ,
as detennined by the City of Malibu , are prohibited.
39.
Vegetation shall be situated on the property so as not to significantly obstruct the primary view from private property at any given time (given consideration of its future growth).
40.
Vegetation shall be situated on the property so as not to significantly obstruct the primary view from private property at any given time (given consideration of its future growth).
41.
The landscape plan shall prohibit the use of building materials treated with toxic compounds such as copper arsenate.
43.
No new vegetation shall be pennitted to exceed the approved height of the proposed project roof at any time for the life of the project.
44.
Grading shall be scheduled only during the dry season from April I- October 31 st. If it becomes necessary to conduct grading activities from November 1 -March 31 , a comprehensive erosion control plan shall be submitted for approval prior o issuance of a grading pennit and implemented prior to initiation of vegetation removal and/or grading activities.
45.
Grading scheduled between April 1 and July 30 wil require nesting bird surveys by a qualified biologist prior to initiation of grading activities. Should active nests be identified , a buffer area no less than 50 feet (150 feet for raptors) shall be fenced offuntil it is detennined by a qualified biologist that the nest is no longer active. A report discussing the results of nesting bird
surveys shall be submitted to the City Biologist prior to ANY vegetation removal on site. 46.
Construction fencing shall be placed within 5 feet of the southern limits of construction and indicated on the site plan. Construction fencing shall be installed prior to the beginning of any construction and shall be maintained throughout the construction period to protect the site sensitive habitat areas.
47.
All new development including structures , septic systems , or landscaping, shall be set back no
48.
Night lighting from exterior and interior sources shall be minimized. All exterior lighting shall be low intensity and shielded so it is directed downward and inward so that there is no offsite glare or lighting of the bluff. Lighting of the shore is prohibited.
less than 50 feet from the top of bluff.
Planning Commssion Resolution No. 07-
EN
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C-30765
Prior to Occupancy
REN. 04.30.13
50.
Prior to the issuance of the Cerificate of Occupancy, the applicant shall provide the Public Works Deparent with a Final The Final shall designate all materal that were land filled or recycled , broken down by material tyes. The Public Works Deparent shall approve the fial
WR.
WR
WR.
The applicant shall request a final planing inspection prior to final inspection by the City of Malibu Environmental and Building Safety Division. A Certificate of Occupancy shall not be issued until the Planning Division has detennined that the project complies with this coastal development pennit. A temporary Certificate of Occupancy may be granted at the discretion of the Planing Manager, provided adequate security has been deposited with the City to ensure compliance should the final work not be completed in accordance with this pennit.
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Prior to issuing a Certificate of Occupancy, the City Biologist shall inspect the project site and detennine that all planing conditions to protect natural resources are in compliance with the approved plans.
A ST
49.
51.
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Page 21 of23
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Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Fixed Conditions
52.
This coastal development pennit runs with the land and binds all futue owners of the property.
53.
Violation of any of the conditions of this approval may be cause for revocation of this pennit and tennination of all rights granted there under.
Section 5.
Certification.
The Planing Commission shall certifY the adoption of this Resolution.
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
PASSED , APPROVED AND ADOPTED this 18 th day of September 2007.
REGAN SHAAR , Planning Commission Chair
ATTEST: Sheet Title
KELSEY BEALER , Recording Secretary
LOCAL APPEAL - Pursuant to Local Coastal Program Local Implementation Plan Section 13.20. (Local Appeals), a decision of the Planning Commission may be appealed to the City Council by an aggreved person by written statement setting forth the grounds for appeal. An appeal shall be filed with Planning Commission Resolution No. 07-
coastal development permit
Drawing File
Page 22 of 23 Scale Drawn By
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Job martin and costin Sheet
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city of malibu notes 180. New buildings and any additions, alterations or repairs to existing buildings located in or moved within any fire hazard severity zone within state responsibility areas or any wildland-urban interface fire area designated by Los Angeles County Fire Department for which an application for a building permit is submitted on or after january 1, 2008, shall comply with the requirements of this chapter. (ord. 2007-0108 § 3 (part), 2007)! ! 181. Prior to building permit final approval the property shall be in compliance with the vegetation clearance requirements prescribed in California Public Resources Code 4291 California Government Code Section 51182 and the Los Angeles County Fire Code Title 32. (Ord. 2007-0108 § 3 (part), 2007)! ! 182. Roof covering shall be Class A as specified in Section 1505.2. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. Wood-shingle and wood-shake roofs are prohibited in Very High Fire Hazard Severity Zones (VHFHSZ) regardless of classification. (Ord. 2007-0108 § 3 (part), 2007.)!
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
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C-30765
REN. 04.30.13
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144. Prior to sealing interior plaster or drywall, Contractor shall verify any surfaces to receive paper, and shall obtain written approval of the specific sealer product to be used from the paper manufacturer and hanger.! ! 145. All interior wood specified to be stained such as paneling, cabinets, doors and other woodwork shall have a 3 coat minimum open pore finish. Finish to be selected by Architect. On soft woods, apply a coat of sanding sealer prior to staining. Confirm stain and finish selections with Architect and provide finished samples on the actual woods used for Architect's and Owner's approval prior to starting work.! ! 146. Unpainted block fill exterior concrete masonry type units to be clear sealed and shall be sealed with an Ashford formula penetrating sealer as approved by Architect.! ! 147. Prior to application, advise Owner and Architect of any finishes, factory or site applied, which do not or cannot meet highest quality specification standards.! ! ! UTILITIES, PLUMBING, DRAINAGE, ETC.! ! 148. Contractor shall be responsible for costs for temporary power and telephone service during construction unless any previous arrangements have been made with Owner. See Electrical Plans for electrical work.! ! 149. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, have plans checked, obtain and include price for plumbing permits for all plumbing systems and equipment.! ! 150. Secure necessary approvals and reroute any existing utility lines, conduits or equipment in conflict with new construction and confirm rerouting with Architect, and note such rerouting on the record drawings.! ! 151. Provide and install new underground water and gas supply lines and verify that meter, main, tank and line sizes are adequate to provide acceptable pressure and volume to all fixtures and appliances.! ! 152. An approved Seismic gas shutoff valve will be installed on the fuel gas line on the down stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping.! ! 153. All new water supply lines shall be copper and all new and accessible existing hot water lines shall be insulated with R-4 or greater pipe insulation with vapor barrier. No soft copper lines permitted.! ! 154. All underground copper lines shall be Type L.! ! 155. Copper lines shall have insolation couplings where connecting to existing galvanized iron or steel pipe which cannot be changed to copper.! ! 156. Main water line to domestic system shall be installed with separate gate valve and pressure regulator at house entry point.! ! 157. Hose bibs and irrigation systems except, at roof decks, shall not be connected to building water system, but shall be fed from main water line before building system pressure regulator and main valve.! ! 158. All hose bibs must have an approved anti-siphon device. CPC 603.3! ! 159. All hot and cold shower and tub supply lines shall be minimum 3/4" and water system shall be designed to assume full capacity of 3/4” pipes.! ! 160. Provide a 12” minimum access panel to bathtub trap connection unless plumbing is without slip joints. Verify location with Architect prior to rough plumbing.! ! 161. Provide individual control valves of the pressure balance or the thermostatic mixing valve type for showers and tub showers.! ! 162. Provide ultra flush water closets (1.6 gallon/flush), showerheads (2.5 gpm) and faucets (2.5 gpm) for all new construction. Existing showerheads and toilets must be adapted for low water consumption.! ! 163. Provide new main underground sewer lines and new waste lines of sufficient size, including accessible cleanouts at connections, bends or elsewhere as required by code.! ! 164. Strap all fire place gas lines in place and pressure test for leaks, including section of lines from key valves to log lighters, and repair any leaks prior to enclosing walls. Gas line holes through fireboxes should be grouted solid to prevent pipe movement and to close any air leakage.! ! 165. All waste lines and roof drain piping shall be cast iron, except all vent pipes throughout and waste lines in crawl space shall be A.B.S. as approved per ASTM Standard D2261-73. ! ! 166. Roof deck drains shall be unlacquered brass, shall be of highest quality, and shall be provided with emergency overflow scupper with separate drain routes.! ! 167. Plumbing vents shall be joined under the roof as often as possible to minimize roof penetrations. Roof vents shall be located so as to be minimally visible and intrusive. Verify locations with architect prior to installation.! ! 168. Catch basins shall be installed where indicated on civil engineer's plans! ! 169. Unless otherwise noted or required by code, all underground storm drain lines shall be PVC min. Schedule 40 and min. 4" diameter or greater as required to handle load. All connections shall be properly joined and sealed so that they are water-tight. See ROOF section for additional information regarding coordination with roof drainage.! ! 170. Lines under a public sidewalk shall be cast iron, min. 4" diam., constructed per Public Works requirements.! ! 171. Examine and have inspected all existing plumbing and waste lines prior to starting work, and clean clogged lines and replace any existing plumbing in poor condition, advising Owner of extra expense prior to doing work.! ! 172. Flush out all new and old water supply lines prior to connecting fixtures.! ! 173. Maintain adequate and constant water supply to all existing plumbing fixtures, hose bibs and sprinkler systems desired by Owner during construction.! ! 174. Primary condensate to run from F.A.U. or air handler to side tap tee at bathroom sinks of per civil drainage drawings. Secondary condensate piping to run and daylight outside building above a door or window as approved by Architect.! ! 175. All new hot water heaters shall be American or equal, C.E.C. certified, rapid recovery, sized to provide adequate volume of hot water to fixtures served, and installed on smitty pans with concealed drains to exterior. Heater drains and T & P valves shall be positioned and extended to drain into smitty pan. The minimum capacity for water heaters shall be in accordance with the first hour rating listed in UPC Table 5-1. All hot water heaters shall be strapped to wall as required by applicable codes.! ! 176. Wrap storage type water heaters and storage and backup tanks for solar water heating systems with minimum R-12 insulation exterior and R-16 for interior.! ! 177. Install an insulated hot water recirculating system on a timer to within 10'-0” of all fixtures, with pump and aquistat locations at the hot water heater.! ! 178. All plumbing fittings shall be C.E.C. certified.! ! 179. All exposed angles, traps, drains, etc. shall be provided in the same finish as the specified plumbing fittings for that particular fixture. These items shall be considered to be included in the rough plumbing costs and shall not be included in the plumbing fixture/ fitting costs.!
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106. Confirm stucco finish with Architect prior to finalizing estimate & provide samples for Owner/Architect approval.! ! 107. Unless noted otherwise, all plaster and drywall materials and installation shall be according to current U.S. Gypsum Handbook specifications and applicable code requirements. Use waterproof drywall in all bathrooms, kitchens, janitor's closets and wet areas.! ! 108. Standard drywall Installations: block all panel edges and use drywall screws for all panel interior (field) fastening. All corner beads and edge trim shall be set level or plumb, straight and true and checked prior to taping. Go over taping as many times as necessary to obtain an even finish prior to applying skim coat. Apply skim coat and level 4 finish plaster. No tape joints or screw locations shall be visible. When completely dry, roll on paint primer coat (do not brush or spray), then sand lightly to smooth finish. Touch up drywall as required and spot prime touch-ups prior to applying final paint coats.! ! 109. Interior 2-coat gypsum wallboard veneer coat installations shall be: one layer Kal-Kote Gold Bond Kal-Kore 5/8” (blue board) with 3/4” screw penetration into framing. Veneer plaster shall consist of a maximum 1/8” Kal-Kote base plaster under a minimum 1/16” thick finish coat. Uni-Kal finish to be smooth coat, ready for semi-gloss paint. Provide 4'x 8' sample area for Architect/Owner review.! ! 110. Installation of marble, granite or other stone slabs 3/4” or more in thickness shall be in accordance with the Masonry Institute of America and Building Stone Institute guidelines number. Verify all corner, edge, splash, and other details with Architect prior to starting construction.! ! 111. All ceramic, marble, granite, slate or other tile work shall be according to current standards and specifications of the Tile Council of America and Ceramic Tile Institute. Verify all layouts, trim shapes, grout selections and width, and other specifications with Architect prior to ordering tile.! ! 112. Unless otherwise specified, tile shall be installed on a wire-reinforced 1 1/4” minimum mortar bed over a cleavage membrane in accordance with ceramic tile institute #F145-03. All dust shall be completely washed off tile prior to application of the bond coat. Bonding mortar shall cover 100% of both the tile and the surface to be covered approximately 1/8" thick. On marble tile, use gray bonding mortar with darker tile, white bonding mortar with light colored tile.! ! 113. The use of gypsum board for tiled walls or ceilings in showers and other wet areas is prohibited, even for backing.! ! 114. Provide 70 inch high, min. non-absorbent wall adjacent to shower and approved shatter resistant materials for shower enclosure.! ! 115. Installation of quarry or clay tile, brick or other ceramic or masonry products shall use a max. of .6% by weight low alkali sulfate cement mortar with clean washed sand and alkali sulfate-free water to control efflorescence. Contractor shall require tile or brick manufacturer to wick test and certify in writing to Architect that material is non-efflorescence contributing.! ! 116. Tile grout shall be by Laticrete or Architect approved equal. Grout joint thickness shall be minimized, verify grout color and joint thickness with Owner/Architect. Use appropriate Laticrete system as recommended by manufacturer based on grout joint thickness. Grout to be sealed with a minimum of 2 coats of 511 Porous Plus Miracle Sealer or Architect approved equal.! ! 117. All interior stone to be sealed with a minimum of 2 coats of 511 Porous Plus Miracle Sealer or Architect approved equal.! ! 118. Order all ceramic tile and other finish materials with enough lead time so that ordered material can be confirmed as acceptable, and any unacceptable material replaced, without delaying construction.! ! 119. Finish caulking for tubs, counters, and other items shall be color matched per Architect's direction with Dap latex caulk with silicon.! ! 120. Wood for floors shall be top grade kiln dried material, delivered to the job site and allowed to acclimatize inside the finished heated or air conditioned space for at least two weeks prior to installation. Wood floors shall be installed over a membrane layer of Rosinsized (pink) paper over plywood subfloor, except on the any floor above crawl space where a seamed taped 10 mil. polyethylene vapor barrier shall be provided. Do not use felt or asphalt paper. General Contractor and flooring contractor shall confirm installation and finishing specifications with architect prior to ordering material.! ! 121. Unless noted otherwise, wood floors shall be stained per sample provided to owner/arch. for their review and be finished with a minimum 3-coats of Hardco non-yellowing Moisture Cure clear urethane, satin finish, applied per manufacturer's recommendations. Provide sample for Owner/Architect review.! ! 122. All cabinetry and mill work shall be according to current Woodworkers Institute of California Handbook Standards, premium grade. All normal applied weight drawers and sliding units, excluding narrow 2 1/2” deep or less “pencil drawers”, to be installed with full extension Blum Blumotion “soft close” under drawer mount tracts, verify heavyweight track locations with architect prior to installation. Cabinet subcontractor shall submit detailed shop drawings of all cabinets, counters, and other built-in cabinetry to Architect for review. Confirm cabinet style, construction type, hinges and hardware with Architect prior to finalizing construction contract. Install pairs of small clear rubber cushions inside all doors and drawer fronts. Provide cabinet and drawer panel sample for Owner/Architect review. Cabinet doors, and drawer faces shall be 1” thick, typ. Larger pantry or linen cupboard style doors shall be 1 1/4” thick U.N.O. Cabinet doors with traditional butt hinges shall be provided with high quality adjustable solid brass ball catch closing device.! ! 123. Verify materials and finish of all cabinetry. Paint grade cabinetry and shelves shall be birch. All cabinet doors and drawers to be surrounded by 1/4” rounded bead. Drawer interiors to be birch plywood with 1/2” sides and backs with eased edge. If specified in drawings “dove-tailed” drawer box construction shall be built using 1/2” thick clear select alder. Cabinet and drawer interiors shall be lacquered. Interior cabinet shelves shall be paint grade 3/4” plywood with edge banding.! ! 124. Over counter, under cabinet lighting shall be mounted towards the front of the cabinet. The bottom of the cabinet shall be built w/ a false bottom to conceal all conduits. The lights shall be recessed under the cabinet sufficiently so that they are not visible from a seated position. Verify lighting specification with owner/architect prior to fabrication.! ! 125. Provide 30” vertical clearance above cooking top to unprotected combustible materials.! ! 126. All custom run wood moldings, paneling and other millwork shall be tested before, during and after milling so the proper moisture content (dryness) is consistently maintained.! ! 127. All closet poles shall be natural wood dowel style U.N.O. and shall be provided with diagonal wood bracing at 4 foot maximum intervals, typ. Verify bracing locations and details with architect prior to installation.! ! 128. Include in construction contract installation of all finish hardware, including but not limited to cabinet pulls, knobs, door stops, towel bars, toilet paper holders and other miscellaneous items, regardless of whether these items are supplied by Owner or an allowance.! ! 129. Review railings and railing details with Architect prior to finalizing contract. Railing subcontractor shall submit samples and detailed shop drawings for Architect's review prior to manufacture.! ! 130. Install spark arrestors at tops of all chimneys: Min. 12 ga. welded wire with a max. opening of 1/2 inch or equal. Total net area min. four times the size of the flue.! ! 131. See PAINTING section for painting notes. ! ! ! ! PAINT! ! 132. Include within the scope of the work preparation, priming and finish painting of exterior walls affected by additions and remodeling and interior walls and ceilings, including doors, sash and trim work. Confirm any exposed beams, decking, cabinets or wood to be stained and/or clear-sealed prior to ordering. Confirm paint, stain and finish selections and specifications with Architect, submit color samples and apply sample colors on actual surfaces to be painted for Architect's review prior to ordering material.! ! 133. Before beginning, inspect all work to be painted or stained and report to Architect any conditions which will prevent a quality finish from being accomplished. Commencing of work by the Contractor indicates his acceptance of the surfaces.! ! 134. All spaces shall be broom clean, and all surfaces to be painted shall be dry and clean.! ! 135. All woodwork shall be cleaned, sanded and dusted before painting. All woodwork shall be sanded lightly between coats.! ! 136. All wood to be painted to have all knots, pitch and sapwood gouged out and filled with paintable non-shrinking material: putty all nail holes, cracks, open joints and other defects.! ! 137. Tops and bottoms of all doors shall have a full finish system.! ! 138. To avoid overpainting on finished hardware, including door hinges, all cabinets, wood windows, and doors shall be hung, completely weatherstripped and fitted with locksets and finish hardware, then entirely removed and stripped of hardware for finish painting and/or staining.! ! 139. Remove all electric plates, surface hardware, etc., before painting, protect, and replace when completed.! ! 140. Except as noted, all exterior paint shall be as manufactured by Benjamin Moore or approved equal. All interior paint shall be manufactured by Benjamin Moore. All material shall arrive at the job in unbroken containers with manufacturer's label clearly visible. Unless otherwise noted, all paints shall be applied in strict accordance with manufacturer's specifications and recommendations.! ! 141. Painting coats as specified are intended to cover surfaces completely; if not, further coats shall be applied.! ! 142. Provide minimum of 5 gallons of paint for every color used on the project for “attic stock” for owners. All paint containers to be clearly labeled with paint brand, color and location of where paint was used. Confirm storage location with owner.! ! 143. All exterior stains shall be Cabot's or approved equal.!
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80. Thermostatically controlled heating or cooling systems (except heat pumps) shall have an automatic thermostat with a clock mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours.! ! 81. Also see MECHANICAL notes.! ! ! DOORS, WINDOWS! ! 82. Prior to installation, all exterior door threshold pans and all window sill flashing shall be provided with a high temperature bitumen membrane underlayment, all painted wood door and window frames shall be primed with an oil-based primer, including back sides of frames, frame backs and end grain cuts. Stained wood frames shall be back-primed so as not to show in finish. See door & window schedules.! ! 83. Provide tempered glazing in the following locations CBC 2406.3:! a. Glazing in ingress and egress doors! b. Glazing in fixed and sliding panels of sliding doors and panels in swinging doors! c. All glazing less than 60" above a shower or tub floor.! d. Glazing where the nearest exposed edge of teh glass is within 24" arc or either vertical edge of a door.! e. Glazing in stair landings and within 5 feet of the top or bottom of stairway and less than 5 feet above the! walking surface.! f. Glazing in walls and fences used as the barrier for swimming pools and spas.! ! 84. All glass used for glazing exterior openings shall be limited in area and thickness as required by applicable codes.! ! 85. All new openings in exterior walls, including windows and doors, shall comply with applicable code specifications for security openings. See Security Notes and Door and Window Schedules for additional information.! ! 86. All legal fire exits shall be marked and, if required, lighted per code and shall be openable from inside without a key or any special knowledge.! ! 87. All exterior and interior doors shall be installed with 1-1/2 pair of hinges unless noted otherwise. Verify hinge type and finish with Architect prior to ordering. ! ! 88. All exterior doors and windows shall be weatherstripped at heads, jambs, and meeting stiles with continuous Pemco Vinyl Kerf-in weatherstripping. All exterior door sills shall be provided with extruded bronze interlocking thresholds, on top of wood thresholds, with concealed bronze hooks and rain drips. Weatherstripping shall be Pemko or equal as approved by Architect.! ! 89. All new exterior door thresholds shall be made of continuous and solid 2” thick, sloped to drain, teak or architect approved equal.! ! 90. See ENERGY section for additional information regarding weatherstripping, etc.! ! ! SECURITY NOTES! ! 91. For all openings marked as security openings on the door and window schedules, the following shall apply:! ! ο SWINGING DOORS ! ! a. Door stops of in-swinging doors shall be of one-piece construction with the jamb.! b. All wood doors shall be of solid core construction with a minimum thickness of one and three-fourths! inches, or with panels not less than nine-sixteenths of an inch thick. Swinging doors shall comply with! Uniform Building Code Standard 10-5, Part I. Doors in pairs shall be tested in pairs. ! c. All pin-type hinges which are accessible from outside the secured area when the door is closed shall have a! non-removable hinge pins.! d. The strike plate for latches & the holding device for projecting deadbolts shall be secured to the jamb &! wall framing with 2 1/2" long screws. ! e. A single or double door shall be equipped with a single cylinder deadbolt lock. This deadbolt lock must be! actuated by a key from the exterior and a knob or thumb turn from the interior and when projected becomes! locked against return by end pressure. The bolt shall have a minimum projection of one inch and be! constructed so as to repel cutting tool attack. The deadbolt shall have an embedment of at least three-fourths! of an inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of! five pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least! one-fourth of an inch in diameter. All installation shall be done so that the performance of the locking device! will meet the intended anti-burglary requirements. A dual locking mechanism constructed so that both! deadbolt and latch can be retracted by a single action of the inside door knob, or lever, may be substituted! provided it meets all other specifications for locking devices. ! f. The inactive leaf of double door(s) shall be equipped with metal flush or surface bolts having a minimum! embedment of five-eighths of an inch into the head and threshold of the door frame.Single-swinging doors! and the active leaf of doors in pairs shall be equipped with an approved exterior key-operating deadbolt which! has been tested in accordance with Uniform Building Code Standard 10-5, Part I. See Chapter 10 of the! California Building Code for requirements on door operation for exiting.! g. Glazing in exterior doors or within forty inches of any locking mechanism shall be of fully tempered glass or! rated burglary-resistant glazing, except when double cylinder deadbolt locks with a key retaining feature are! installed.! h.Except where clear vision panels are installed, all front exterior doors shall be equipped with a wide angle! (one hundred eighty degrees) door viewer. ! ! ο SLIDING DOORS! ! a. Sliding glass doors shall have fully tempered glass complying with local code.! b. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they! remain intact and engaged when subjected to the tests specified by local code.! c. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising! and removing of the moving panel in the closed or partially open position.! ! ο WINDOWS ! a. All operable windows shall be provided with substantial locking devices as required by applicable codes.! ! ο GARAGE DOORS! a. Garage doors shall be capable of being securely locked when not otherwise locked by power operation.! ! ! FINISHES, CABINETRY, RAILINGS, ETC.! ! 92. Actual material samples shall be submitted for Architect's and Owner's review of all final finish materials, paint and stains prior to ordering materials.! ! 93. Exterior stucco shall be minimum 3-coat application over 1-1/2" x 17 ga. woven- wire lath (by Davis-Walker, Tree Island or approved equal). Lath is to be installed over double layer, weather-resistive barrier applied in two (2) separate layers consisting of one (1) layer of 60-minute Grade D Type paper and one (1) layer of Typar House Wrap. Typar House Wrap is to be covered with Grade D paper to prevent direct adhesion and bonding of stucco to Typar. Do not use “wacker- tacker” type staples to secure weather-resistive barrier. Utilize spray adhesive such as “3M Super 77 to temporarily set weather-resistive barrier in position until lath can be installed. ! ! 94. All doors, windows and stucco wall penetrations are to be set over non-corrosive pan flashings with a maximum height back dam, end dams and continuous face flanges for integration into the the exterior weather-resistive barrier. The pan flashings are to be installed over a layer of self-adhering waterproofing ! 95. membrane terminating at the back of the pans with an L-metal stop and jamb returns. The intent of the back dam is to provide a vertical surface to receive the ! 96. sill waterproofing. ! ! 97. The rough openings of typical windows and doors are to be flashed with a minimum 25-mil self-adhering waterproofing membrane, such as Protecto Wrap's BT25 XL, or equal applied over solid blocking or backing. The self-adhering adhering waterproofing membrane shall be integrated into the weather-resistive barrier in a shingled fashion. Add non-reinforced corner boots to inside and outside corners. Apply the self-adhering adhering waterproofing membrane directly to clean and primed substrates. Do not install the self-adhering ! 98. waterproofing materials with voids, gaps or wrinkles. Hand roll the material with a rubber-clad, pressure roller to assure full adhesion with special emphasis at laps, seams and edges. ! ! 99. Fasten all stucco lath with furring nails. Staples shall not be utilized. ! ! 100. When plastering over open framing, the plaster thickness must be a min. of 7/8"; over masonry or concrete, a 2-coat min. 1/2" thickness is acceptable. All window, door and other opening corners as well as material changes (e.g. wood framing to masonry) shall be reinforced with expanded metal lath nailed diagonally across corner or material change edge. All stucco scratch and brown coats are to be ! ! 101. moist cured. Utilize acrylic add mixture/primer and reinforcing mesh feathered onto existing stucco a minimum of 12 inches. All stucco break outs are to be performed leaving a ragged chipped edge for patching.! ! 102. STUCCO FINISH COAT “CRACK REDUCTION SYSTEM”: The new stucco brown stucco coat is to receive a continuous acrylic base coat applied over the brown coat followed by a continuous, alkali-resistant fiberglass reinforcing mesh followed by the steel-trowel finish coat. ! ! 103. In locations where the existing stucco is to remain and is to be interfaced with the new stucco, the finish coat is to be removed by grinding or sand blasting down to the brown coat followed by the application of the the Stucco finish coat “Crack Reduction System”. ! ! 104. A base coat of 50% Dryvit Acrylic Primus and common cement to be applied directly onto the brown coat. (Extra attention to the detail of the brown coat phase is necessary.) While this coat is moist, a sheet of 3' fiber glass mesh is to be embedded into the wall surface. An additional coat of Primus and cement are then layered over the fiber mesh, which is layered down with a fiberglass float. The entire surface will be coated with an acrylic bonding adhesive such as "Deco Weld Bonder", La Habra's Acrylic Primer or equal to prior to application of the finish coat. ! ! 105. Install continuous weep screeds at base of stucco walls to lap over concrete foundations just below ground floor framing sill plate 6” above finish grade, typical. At all hard surface exterior paved surfaces such as patios, driveways, etc., install weep screed 3/8" above finished paving and leave uncaulked. Utilize, non-corrosive metal weep screeds and accessories at transitions of the stucco flashings into planters.
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1. The word "Contractor" means the General Contractor and, where applicable by trade, Subcontractors.! ! 2. All communication between Contractor and Owner to be copied to Architect. Contractor shall be responsible for reviewing all notes prior to finalizing construction contract. ! ! 3. All construction and details shall be completed in full compliance with applicable local codes and requirements, including current handicap access and energy Title 24 requirements.! ! 4. Prior to finalizing contract prices, Contractor shall be responsible for reviewing and coordinating all notes and drawings to include any subcontract requirements or information which may not be indicated on subcontractor's sheets or notes, but which are indicated elsewhere in the construction documents.! ! 5. Verify all works, dimensions and details and report any discrepancies to the Owner and Architect prior to commencing work. During construction, the Owner and Architect are to be advised regarding any discrepancies in measurement, dimension, location or details prior to contractor's proceeding with that portion of the work.! ! 6. Consult representatives of local utilities, including gas, water, power, sewer, telephone and TV where applicable, concerning locations and availability of utilities prior to commencing work or connecting utilities, and be responsible for any damage to existing utility lines.! ! 7. Provide as built drawings on the site plan showing horizontal locations dimensioned from face of building and vertical elevations based on finished floor of all existing and new utility lines, mains, and meters. Deliver a reproducible copy to architect and owner upon completion of construction.! ! 8. Confirm any discrepancies between drawings or specifications and job site conditions with Architect prior to starting portions of the work affected.! ! 9. No changes to the construction contract shall be permitted without Architect's review. Written dimensions shall prevail over scaled dimensions on drawings. In no event is a dimension to be scaled off the drawings without prior approval from Architect.! ! 10. Floor plan dimensions are to face of stud or sheathing where sheathing occurs. Confirm sheathing locations w/ structural drawings.! ! 11. All new exterior walls shall be sheathed whether, required or not required, by the structural drawings.! ! 12. Where only portions of interior walls are required to be sheathed per structural drawings the contractor will sheath the remaining portion of the wall with plywood to create a uniform wall surface.! ! 13. Details are intended to show final effect and general intent of some specific and typical parts of construction. Contractor acknowledges that every special or unique condition cannot be detailed and shall be responsible for coordinating particular job site dimensions, details and conditions and will perform such work without additional cost to owner. Any modifications required in details are to be first reviewed and confirmed with the Architect prior to construction.! ! ! 14. Keep premises secure, clean, and hazard free. Contractor shall be responsible for maintaining his equipment, materials, and work in neat, clean, orderly, and safe condition at all times.! ! 15. Demolish existing construction as necessary to install new work, and remove all excess debris and materials, not required by construction or requested by Owner.! ! 16. Erect and maintain temporary barricades, weather protection, and dust-proof partitions as needed for protection against damage or accident, and maintain continuous and adequate protection of new & existing work and the Owner's property from damage or loss arising in connection with construction.! ! 17. Maintain in good condition any portions of the existing building and site to remain and replace or repair at contractor's expense any portions damaged as a result of the work, construction process or exposure to weather.! ! 18. Provide and maintain temporary toilet facilities on the job site.! ! 19. Review all items noted "ver.” or “verify with Architect/Owner " which might affect costs prior to finalizing construction contract and subcontracts, and confirm final decisions regarding selection, materials, color, finish or other specifications not yet decided regarding these items. Contractor shall include the cost of these items within the original contract price.! ! 20. Unless portions of the work contained within the construction documents are specifically itemized as not included in contract (NIC), they will be assumed to be included in the estimate or contract price.! ! 21. Allowance numbers shall only include the cost of material, shipping and taxes unless noted otherwise.! ! 22. Immediately notify the Owner of any extra costs arising from the execution of your contract or subcontracts and obtain Owner's written approval of same prior to doing the work.! ! 23. Contractor shall be responsible for supervising that all general and subcontract work is being accomplished according to the most current construction documents, including revisions.! ! 24. There shall be no use of any potentially hazardous materials or products in the construction, and Owner shall be advised of any potentially hazardous materials or products recommended, selected or specified prior to purchasing or installing.! ! 25. Provide proper ventilation, clearances and spark arrestors for all new fireplaces, ovens, hot water heaters, furnaces, vents and flues as required by the drawings, specifications and applicable codes.! ! 26. Provide fire extinguishers as required by the Fire Department and Inspector.! ! 27. Provide the Owner with record drawings, one blueline or one reproducible vellum and one record CD-ROM if appropriate, indicating all as-built architectural, structural and dimensional changes and indicating the location and size of all underground changes and the locations of all underground installations not covered in original drawings, change orders, supplemental drawings or in shop drawings. The Contractor shall submit completed record drawings to the Architect for his review. Such review shall not relieve Contractor of his responsibilities for the accuracy or completeness of the information recorded.! ! 28. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (Power poles, pull-boxes, transformers, vaults, pumps, valves, meters, appurtenances, ect.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses.! ! SITEWORK, FOUNDATIONS, ETC.! ! 29. Prior to forming and pouring concrete, stake out all foundations and perimeter wall lines as shown on plans for Architect's review, confirm existing and new structures and property line locations and elevations, and verify setbacks and clearances in relationship to the survey and as shown in the construction documents.! ! 30. There shall be no trenches or excavations 5' or more in depth into which a person is required to descend, or obtain necessary permits from the applicable agencies prior to issuance of a building or grading permit.! ! 31. If adverse soil conditions are encountered, a soils investigation report may be required. Notify Architect and Owner of any unstable or questionable soil or geological conditions encountered during excavation.! ! 32. Where a Soils and/or Geology Report has been made, it shall be considered a part of the Construction Documents, and Contractor shall follow any recommendations contained therein.! ! 33. Provide basement and crawl space access and ventilation to all subfloor areas in accordance with local codes and confirm foundation vent locations with Architect prior to pouring foundations. ! ! 34. Where crawl space or interior room, pit or basement floor slabs are below exterior finish grade, provide drainage at footing perimeter and Miradri M860 waterproofing membrane protection system w/ Miradrain 6000 prefabricated drainage system on all exterior surfaces of foundation retaining walls. Drainage shall consist of 4" diameter PVC schedule 40 perforated pipe set below floor line, sloped to drain, and connected underground to approved storm drainage system or street. Direction of holes in pipe should face downward. Wrap gravel surrounding perforated pipe w/ Mirafi 140 N C non-woven fabric. ! ! 35. All concrete floor slabs set on or below exterior grades shall be poured over 2" sand bed over 10 mil visqueen vapor barrier over 2" sand bed over on natural or compacted soil per the soils engineer's recommnedation. ! ! 36. All concrete slabs to be partially removed shall first be neatly sawcut with no overcutting.! ! 37. Patching of concrete slabs shall be performed so as to leave the patch surface level with and matching the existing adjacent slab.! ! 38. Provide positive drainage of all finished grade surfaces, sidewalks and patios away from structures and verify that all areas affected by construction are properly drained, with no ponding.! ! 39. Remove all excavated or excess soil, debris and materials not required by construction. Confirm any items to remain with Architect and Owner prior to start of construction.! ! 40. A Wet Weather Erosion Control Plan (WWECP), utilizing sediment and erosion control BMPs, for projects that will leave disturbed soil during the rainy season (October 1 to April 15) is required. The WWECP must be prepared, for projects that have already broken ground, not less than thirty days prior to the beginning of each rainy season during which soil will be disturbed, and implemented throughout the entire rainy season. A copy of the WWECP shall be kept on the project site at all times beginning 30 days prior to the start of the rainy season through the end of the rainy season. For projects that will begin construction during the rainy season, the WWECP must be available 30 days before construction commences,. The WWECP must be submitted to the Bureau of Engineering, Public Works for review and approval. The WWECP is not a requirement for the issuance of a building or grading permit.! ! ! FRAMING, ETC.! ! 41. Remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Architect if questionable.!
FRAMING, ETC.! ! 41. Remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Architect if questionable.! ! 42. In addition to any structural grade requirements, all exposed wood beams and posts shall be selected for best appearance grade, with a minimum of knots, cracks and checks. ! ! 43. Provide access to all attic areas and plumbing as required by code and confirm access locations with Architect prior to framing.! ! 44. Coordinate framing with proposed locations of electrical, mechanical and plumbing work so as to avoid changes in framing which might conflict with proposed equipment, fixture or diffuser locations.! ! 45. Provide framed openings for medicine cabinets during rough framing, confirming size, location and heights of openings with Architect prior to framing of above mentioned items.! ! 46. Provide blocking as required for cabinets, toilet paper holders, towel bars and other specialty items.! ! 47. All exposed wood beams, decking or other members installed prior to enclosing the building envelope and completing roofing membrane shall be protected during construction against moisture, staining and other damage by protecting with weatherproof plastic wrappers and additional protective measures as may be required.! ! 48. All exposed framing shall be free from nicks, splinters, saw marks and other imperfections.! ! 49. All roof beams and supporting posts shall be anchored to provide resistance against uplift per structural drawings.! ! 50. See Structural Notes and Drawings for additional information.! ! ! ROOF, ROOF FLASHING & DRAINAGE! ! 51. All roofs to carry a 5 year warranty with subcontractor and shall meet code and specification requirements. Provide written submittal of roofing material to Architect/Owner.! ! 52. Contractor and Membrane Contractor(s) shall furnish an unconditional written warranty to Owner covering all materials and installation of all flashings and water-proof membranes for a period of 15 years following final completion of construction. ! ! 53. A qualified independent inspection service may be employed by the owner for inspection of the roof installation, including any insulation and flashings. Contractor shall confirm arrangements with Owner, Architect, manufacturer's representative and roofing contractor prior to construction.! ! 54. Where clay, stone, cement, or other heavy roofing tiles or shingles apply, roof areas shall be fully and evenly loaded with tiles to ultimate loading prior to applying lath and plaster to walls.! ! 55. All built up roof areas shall have min. 1/4" per foot pitch to drains for spans up to 20'-0", 1/2" per foot for spans over 20'-0". Emergency overflow scuppers or drains shall be installed with outlets 2" above principal roof drains, and shall be independent of principal roof drains or gutters.! ! 56. Unless noted otherwise, all roof area drains shall be large low profile cast iron general purpose drains with removable perforated domes to protect against clogging, and shall be installed with the recommended flashing. Use side outlet type where ceiling clearance requires it. Perforated domes shall be fine enough to prevent roof gravel from entering drain.! ! 57. All roof, parapet, chimney and other flashings shall be installed so that they are water-tight. In addition to flashing all roof penetrations, parapets and chimneys shall be wrapped with high temperature bitumen membrane. Notify Architect of any points where water or moisture may penetrate for additional water protective measures. ! ! 58. Parapet coping caps shall be installed so as to be continuous and level in long direction, with soldered seams, and shall be installed to slope slightly towards the roof side. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending.! ! 59. All scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly flashed and shall have soldered or sealed waterproof joints. All bends, seams, splices or other connections shall be straight, smooth and continuous without dimples or dents. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending.! ! 60. Provide galvanic or bituminous insulation as approved by Architect between dissimilar metals.! ! 61. Unless otherwise noted, all concealed interior roof drain piping shall be cast iron, min. 4" diameter or larger, sufficient to handle roof and/or roof deck areas. All connections shall be water-tight.! ! 62. Provide rain gutters. All roof drainage shall be carried to the street or other code approved drainage area via non-erosive devices as required per Civil Engineering drawings. Verify drainage layout with Architect prior to installing. See UTILITIES section for additional information regarding drainage.! ! 63. Unless noted otherwise all roof decks over enclosed and/or usable areas shall consist of: ACZA treated sheathing sloped to drain under multi-coat applied polyurethane deck covering by Pacific Polymers, “Elasto-deck 5000 x 2” lapped up sides under L-flashing per details under reinforced mortar bed, under finish deck surface. Elasto-deck shall be installed by experienced, qualified installer.! ! ! ENERGY/INSULATION: California State Design Standards! ! 64. All new and existing exterior walls which are opened during the course of construction shall be insulated with formaldehyde free, blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft-Faced Thermal Batts, with a minimum thermal resistance of not less than R-19.! ! 65. All new ceilings and attics shall be insulated with formaldehyde free, blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft-Faced Thermal Batts, with a minimum thermal resistance of not less than R-30.! ! 66. Insulation thickness and thermal resistance shall conform to Title 24 regulations for climate zone of job site. Confirm insulation type and thickness with Owner and Architect prior to finalizing general construction contract.! ! 67. Buildings located in climate zones 1, 14 and 16 shall be provided with vapor barriers.! ! 68. Swinging doors or windows to the exterior or unconditioned spaces such as garages shall be fully weatherstripped and gasketed to limit air infiltration.! ! 69. Any operable glass doors or windows shall be certified and labeled to show conformance with air infiltration standards.! ! 70.All hot water piping shall be insulated in the following cases! a.Storage tanks for a non-recirculating system must have pipe insulation on both hot and cold water pipes for length of five feet. There is no exception for water heater piping in the conditioned space.! b.Recirculating sections of domestic hot water systems must be insulated (the entire length of piping, whether! buried or exposed).! c. Indirect fired domestic hot water system piping from the heating source to the storage tank.! ! 71. A Certificate of Compliance (available at Building Department office) shall be signed by the insulation Contractor, certifying conformance with current energy regulation: California Administrative Code, Title 24, State of California. Certificate shall be prominently posted on the site! ! 72. All insulation materials shall be certified by the manufacturer as complying with the California Quality Standards for Insulating Material.! ! 73. All fan systems exhausting air from the building shall be provided with back draft dampers or automatic dampers.! ! 74. All plumbing, electrical and other penetrations into the building envelope shall have membrane waterproofing with manufacturer's recommended mastic. Membrane is to be lapped properly with building paper.! ! 75. The following openings in the exterior envelope of the building shall be caulked or otherwise sealed to limit infiltration:! a. Exterior joints around window and door frames! b. Between wall sole plates and floors! c. Between exterior panels! d. Around openings for plumbing, electrical, and gas lines in walls, ceilings, and floors! e. Around openings in attic, such as the point where ceilings meet masonry fireplaces.! ! ! 76. New Masonry and factory built fireplaces shall have the following:! a. Tight fitting closing metal or glass doors covering the entire opening of the firebox.! b. A combustion air intake, to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight fitting damper.! c. Tight fitting flue damper with readily accessible control.! d.Continuous burning pilot lights are prohibited. ! ! 77. Ducts shall be constructed, installed and insulated according to the latest edition of the Uniform Mechanical Code and per Chapter 6 of the California Mechanical Code. All parts of the duct system shall be tightly sealed with mastic or tape.! ! 78. Gas fired household heating and cooling appliances, shower heads and faucets shall comply with the appliance efficiency standards.! ! 79. General lighting in kitchen and bathrooms shall have an efficiency of not less than 25 lumens/watt.
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general notes
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
general and city of Malibu notes
Drawing File Scale Drawn By
n/a krb
Job martin and costin Sheet
A0.7
Lot 05
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
1024 harding ave. no. 202 venice, california 90291 310.663.6692
C-30765
REN. 04.30.13
IA
A ST
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
survey
Drawing File Scale Drawn By
n/a krb
Job martin and costin Sheet
A1.1
51'-0"
1024 harding ave. no. 202 venice, california 90291 310.663.6692
5'-4"W X 3'-6"H SINGLE PANE WINDOW
2'-6"W X 2'-1"H SINGLE PANE WINDOW
4'-3"W X 2'-1"H SINGLE PANE WINDOW
19'-5" 5'-4"W X 3'-6"H SINGLE PANE WINDOW
2'-0"W X 3'-6"H SINGLE PANE WINDOW
15'-6" 4'-0"
5'-4"W X 3'-6"H SINGLE PANE WINDOW
Lot 05
34'-11"
3'-0"W X 6'-8"H DOOR
2'-0"W X 3'-0"H SINGLE PANE WINDOW
8'-0"W X 4'-0"H SINGLE PANE WINDOW
4'-0"W X 8'-0"H SINGLE PANE WINDOW
27'-7 1/2"
12'-0"W X 6'-8"H GLASS SLIDING DOORS
35'-0"
37 SF TRANSOM ABOVE
1'-6"W X 2'-0"H SINGLE PANE WINDOW 5'-8"W X 3'-5"H SINGLE PANE WINDOW
8'-0"W X 6'-8"H GLASS SLIDING DOORS
2'-6"W X 2'-0"H SINGLE PANE WINDOW 1'-6"W X 5'-0"H SINGLE PANE WINDOW
39'-10"
1'-6"W X 5'-0"H SINGLE PANE WINDOW
10'-0"W X 6'-8"H GLASS SLIDING DOORS
AR CH SED IT
KIRK! BLASCHKE
LI
10'-0"W X 6'-8"H GLASS SLIDING DOORS
EN
C-30765
REN. 04.30.13
16'-6"
IA
A ST
TE
13'-4"
E CT
C
11'-3"
EXISTING COVERED BREEZE WAY
15'-5"
EXISTING COVERED PATIO
12'-0"W X 5'-0"H SINGLE PANE WINDOW
3'-0"W X 6'-8"H DOOR
OF C
A LI F O
RN
46'-0" 50' Setback from Bluff
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
2'-0"W X 2'-6"H SINGLE PANE WINDOW 11'-6"
2'-8"W X 6'-8"H DOOR W/1-LITE WINDOW
Project Name
3'-0"W X 2'-4"H SINGLE PANE WINDOW 24'-3"
Issued
16'-0"W X 7'-0"H GARAGE DOOR
2'-6"W X 6'-8"H DOOR W/1-LITE WINDOW
2'-0"W X 3'-0"H SINGLE PANE WINDOW
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
21'-8"
existing house as-builts
6'-0"W X 6'-8"H GLASS SLIDING DOORS
3'-0"W X 2'-0"H SINGLE PANE WINDOW
Drawing File Scale Drawn By
3'-0"W X 6'-8"H DOOR W/1-LITE WINDOW
1/4" = 1'-0" krb
Job martin and costin Sheet
37'-8"
A1.2 project north
C
D
E
F
G
H
I
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
48'-7" 34'-11"
19'-5"
4'-0"
51'-0"
15'-6"
2 27'-7 1/2"
2
35'-0"
27'-0"
Existing Wall - To Remain
Existing Wall - Remove
=
370' - 9"
Retained in Re-model
=
228' - 7"
% of retained perimeter walls
=
19'-6"
62%
3
C
AR CH SED IT
KIRK! BLASCHKE
E CT
EN
LI
Existing Covered Breeze Way
Existing Covered Patio
11'-3"
39'-10"
15'-5"
3
Existing Exterior Wall
C-30765
REN. 04.30.13
IA
A ST
TE
16'-6"
OF C
A LI F O
RN
46'-0" 13'-5"
50' Setback from Bluff
Project Name
-0"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
4
12'
4
11'-6"
14'-9"
Issued
Description
24'-3" UP 20R @ 7.52"
6"
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
21'-8"
21'-6"
sl fo ope ot 1 to /8" dr pe ai r n
Sheet Title
new footprint with retained perimeter walls
5
sl fo ope ot 1 to /8" dr pe ai r n
5
Drawing File Scale Drawn By
n/a krb/mh
Job martin and costin Sheet
31'-10" 37'-8"
C
D
E
F
G
H
I
A1.3
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692 CITY OF MALIBU GEOLOGICAL NOTES: 1. EXISTING SEPTIC TANKS REQUIRING REMOVAL SHALL BE PUMPED, CRUSHED, AND FILLED WITH LOCAL FILL MATERIAL COMPACTED TO 95% OF ASTM D1557. 2. PRIOR TO CONSTRUCTION A DEMOLITION PERMIT SHALL BE OBTAINED FOR ALL EXISTING SEPTIC SYSTEM COMPONENTS (INCLUDING SEPTIC TANK AND LEACH FIELDS). ALL SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED PRIOR TO CONSTRUCTION. ALL WORK PERFORMED WITHIN EXISTING OR FORMER WASTEWATER DISPERSAL AREAS SHALL BE EXECUTED IN ACCORDANCE WITH APPLICABLE OSHA AND CAL/ OSHA STANDARDS FOR BIOLOGICAL HAZARDS, INCLUDING USE OF PERSONAL PROTECTIVE EQUIPMENT.
109.92' MEAS.
3. TESTING FOR THE POTENTIAL AGGRESSIVENESS OF SOLUBLE SULFATES IN SOIL TO CONCRETE AND ON SOIL CORROSION, POTENTIA L(PH, CHIORIDES AND MINIMUM RESISTIVITY) TO METALLIC UNDERGROUNDUTILITIES ,AS REQUIRED BY CITY OF MALIBU GUIDELINES (SECTIONS 6.2.1AND APPENDIX B) AND 2001 CBC (TABLE 19-A-2 AND -4), SHALL BE PERFORMED DURING GRADING/SITE PREPARATION, AS NECESSARY.
FERNHILL DRIVE
B
C
D
E
F
G
H
I
EXISTING FIRE HYDRANT. ONE CLOSET TO PROPERTY. ANOTHER LOCATED 285'-0" EAST OF THE SOUTHERNLY PROPERTY LINE ANOTHER ONE LOCATED 300'-0" WEST OF THE NOTHERNLY PROPERTY LINE
DOWN SPOUT (D.S.) TYPICAL
266'-0" rails for existing tram
tram car
68.58'
8
352.86'352.86'
D.S.
bbq S 20Ā50'33"E 125.25'
1170
8 .9
70
SET L & TK.
45
D.S.
(E) DECK
118.76
toe of bluff
MEAN HIGH TIDE PER R.S. 57-47-50
113.45
115
5 11 0
10
5
20 15
119 .71
68.82'
303.51'
S 20°50'33"E
464.91'
EXISTING 30" HALF ROUND CORRUGATED METAL PIPE (C.M.P.)
402.34' 99.40 FLOW LINE OF C.M.P. 100.88 FLOW LINE OF C.M.P.
10'-0" WIDE PROPOSED VIEW CORRIDOR
B
C
D
E
F
G
LI
3'-0"
(E)WOOD DECK
RN
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
WATER DRAINS DOWN SPOPE/EARTH FROM THIS POINT EXISTING 14" DIAMETER BLACK CORRUGATED PLATIC PIPE
H
Issued
EXISTING CONCRETE DRAINAGE BASIN
Sheet Title
project north
A
A LI F O
3'-0"
16'-6"
8
8'-1"
0
10'-0"
20'-0"
16'-6"
NEIGHBOR'S HOUSE
102.53
1107 11 6
120 .23 124
95.00'
8T @ 12" 9R @ 7"
8'-0"
11 0
103.00'
CLIFFSIDE DRIVE
N 69°09'27"E
8.00'
30 25
(E) STUDIO (BELOW)
D.S.
INSTANT HOT WATER HEATER MOUNTED IN THE WALL. 24x24 drain
35
CT
A/C CONDENSORS EXISTING BRICK WALL WITH CHAIN LINK FENCE
200 AMP ELECTRICAL SERVICE, MOUNTED IN THE WALL
45 40
3'
EXISTING CONCRETE SWALE
EXISTING POWER POLE
A ST
113.64
6'-0" WIDE DRAINAGE EASEMENT
DRAIN SEE CIVIL DRAWINGS
30'-0"
SET L&TK. TOP 4' ROCK WALL FLUSH TO EAST
HOSE BIB
EXISTING HEDGE TO REMAIN
50
30.2
125
RAILING
55
2" W
17'-1"
65 60
°11'1
132.70 fs
PACIFIC OCEAN
S 57
125.50
70
G
DN
131.83' f.s.
95 90 85 80 85
125.25'
120
D.S.
131.83' t.g. 131.66 t.g.
115
100
OF C
Project Name
'
128.75
DN
108.38
DIN
30.00'
underside of gate 132.25'
121.19
2 116
(E) SPA
LAN
132.62' fs
CONC. AND STONE
S 20Ā50'33"E
D.S.
NEW PLANTER 14
1" ASPHALT CURB
3.00'
SECOND STORY CONDITION
133.00
(E)WOOD DECK
105
3.
6
EXISTING LEACH FIELD TO BE REMOVED
GARDEN
132.17' f.s.
TRENCH DRAIN
3
116.25
12
C L
132.57 fs
0.0
D.S.
D.S.
7"W 73.78
ELEVATED DRIVEWAY & PARKING (CONC) 131.83' f.s.
MEAN HIGH TIDE, OCT. 14, 2004
TE
9'
303
12
45.19
EXISTING PARKING SIGN TO BE RELOCATED
PARKING SPACE #5 18'-0" X 8'-8"
SAND
115.50
SET L & TK.
D.S.
C-30765
120.05
D.S.
A9.1
ELECTRIC GATE
132.41
GRASSWOOD AVENUE
79.25'
E
61.6
7
39.58'
5
115 6
KIRK! BLASCHKE
0" W
PARKING SPACE #4 18'-0" X 8'-8"
VEHICULAR INTERCOM
1
8 20.4
S 69Ā09'27"W
4'-10"
EXISTING WATER METER EXISTING MOUNTABLE DIKE
133.00
existing drainage path/ walkway
SET L & TK.
7
D.S.
36'-10"
SAND
AR CH SED IT
REN. 04.30.13
S 63°33'2
132.00 f.s.
11 6
5
10
50
°14'0
DN
131.83' t.w.
120.92
55
S 57
131.39
ENTRY 120.26 PORCH 46.00'
60
43.21'
S 20Ā50'33"E planting 11 area1.05 55 32.45' 12
70 65
15
110 105 100 95
3'
septic field b SETarea MAG/N 435 Sq ft
80 75
20
1'27"W
3
D.S.
115
85
25
S 6 0 °1
11 6
120.26 129.00
15'-0"
90
30
45.67'
SET L & TK. UP. 2'
N 69Ā09'27"E
septic field area a 435 Sq ft
130
EXISTING PINE TREE TO BE TRIMMED PER FORESTRY DIVISION REQUIREMENTS
33.97'
45.67'
S 20Ā50'33"E
45.67'
130.17
125.25'
N 69Ā09'27"E
S 20Ā50'33"E
129.91
131.24
SINGLE STORY DWELLING
8'-0"
S 69Ā09'27"W
4
2000 gal irrigation holding tank
302
35
5'-0" 5'-0"
4000 gal septic tank
NEW MAILBOX EXISTING FENCE TO BE REMOVED
3
N 69Ā09'27"E
2
114.92 F.S.
EN
IA
1
382.86'
8 11
119.92 F.S.
SET MAG/N
1.
11 5
DN
12
4
2
.22
S 20°50'33"E 451.44'
GARDEN PATH AND PLANTS
A/C CONDENSORS
C
GAS METER RELOCATED
11 0
8'-0"
125
12
4'
128.77
2'
1164
142'-0"
1
6.00'
33.97'
301
90'-0"
94'-9 2"
EXISTING HEDGE TO REMAIN SECONDARY TREATMENT SYSTEM FILTERS
30.00' 128.67
6.00'
SET 1 1/2" I.P. 61'-4" W/WOOD PLUG EXISTING 6'-0' HIGH CHAIN LINK FENCE & TK. FLUSH
30.00'
1
HOSE BID TYP. 7 LOCATIONS
10'-6"
LINE
top of bluff
50'-0"
50'-0" TO TOP OF BLUFF
11 0
VECHICULAR INTERCOM GATE PILASTERS PEDESTRIAN GATE
19'-5"
GAS
A 661.06'
873.98' MEAS. 756.06' MEAS. (756.01')
C L
site plan
I
Drawing File
SITE PLAN
Scale
1/16"=1'-0"
SCALE: 1/16"=1'-0" Drawn By
krb
Job martin and costin Sheet
A1.4
Lot 05 LOS ANGELES COUNTY FIRE DEPARTMENT NOTES:
9. ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 9NO. 26 GALVANIZED SHEET GAGE)
THREE COPIES OF A COMPLETED FUEL MODIFICATION PLAN TO THE FUEL MODIFICATION UNIT, FIRE
CORROSION-RESISTANT METAL FLASHING INSTALLED OVER A MINIMUM 36-INCH WIDE UNDERLAYMENT
STATION #32, 605 N. ANGELENO AVENUE, AZUSA, CA 91702-2904. PHONE (626)-969-5205, FAX(626)
1. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICABLE
CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SEET RUNNING THE FULL LENGTH OF THE VALLEY. FIRE
969-4848. FIRE CODE 317.2.1
MANOR PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 501.4
CODE 4710.1.3
1024 harding ave. no. 202 venice, california 90291 310.663.6692
17. PROVIDE A KNOX BOX AS REQUIRED BY THE FIRE DEPARTMENT TO PROVIDE EMERGENCY ACCESS AT 2. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM
10. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND
THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL BE A INIMUM OF 4 INCHES HIGH WITH A
DEBRIS IN THE GUTTER. FIRE CODE 4710.1.4
BOTH ENTRY GATES.
MINIMUM STROKE WIDTH OF 0.5 INCH. FIRE CODE 505.1
109.92' MEAS.
11. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA 3. THE REQUIRED FIRE FLOW FOR PUBLIC FIRE HYDRANTS AT THIS LOCATION IS 2000 GPM, AT 20 PSI
OF THE STRUCTURE. VENT OPENINGS SHALL BE PROTECTED BY CORROSION-RESISTANT,
RESIDUAL PRESSURE, FOR A DURATION OF 2 HOURS OVER AND ABOVE MAXIMUM DAILY DOMESTIC
NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH OPENINGS. VENTS SHALL NOT BE INSTALLED IN EAVES OR
DEMAND. FIRE CODE 508.3 AND FIRE DEPARTMENT REGULATION 8.
CORNICES. FIRE CODE 4710.2.1 AND 4710.2.2
4. ALL REQUIRED PUBLIC FIRE HYDRANTS SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO
12. EXTERIOR WALL VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE STRUCTURE
BEGINNING CONSTRUCTION. FIRE CODE 501.4
OR VENT OPENINGS SHALL BE PROTECTED BY CORRISION RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4 INCH OPENINGS. FIRE CODE 4715.2.1
5. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE SPRINKLER PIPING SHALL BE WITNESSED BY AN AUTHORIZED FIRE DEPARTMENT REPRESENTATIVE. FIRE CODE 901.5
13. ALL CHIMNEYS OR FIREPLACES THAT BURN SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTOR. BUILDING CODE 2802.1
FERNHILL 6. PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM AS SET FORTH BY THE BUILDING CODE 903
DRIVE C L
AND FIRE CODE 903. PLANS SHALL BE SUBMITTED TO THE SPRINKLER PLAN CHECK UNIT FOR REVIEW AND
14.PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE
APPROVAL PRIOR TO INSTALLATION. FIRE CODE 903.1
VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIFORNIA PUBLIC RESOURCES CODE SECTON 4291, CALIFORNIA GOVERNEMENT CODE SECTION 51182 AND THIS CODE. FIRE CODE 4708.3
ANOTHER FIRE HYRANT LOCATED 285'-0" AWAY
ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.8
15. CLEARANCE OF BRUSH AND VEGETATION GROWTH SHALL BE MAINTAINED PER FIRE CODE 317.2.2
8. ALL ROOF COVERINGS SHALL BE CLASS "A" AS SPECIFIED IN BUILDING CODE 1505.2. WOOD-SHINGLE
16. A FINAL FUEL MODIFICATION PLAN SHALL BE SUBMITTED AND APPROVED BY THE FORESTRY DIVISION
AND WOOD-SHAKE ROOFS ARE PROHIBITIED IN VERY HIGH FIRE HAZARD SEVERITY ZONES, REGARDLESS OF
PRIOR TO BUILDING PLAN APPROVAL. IMPLEMENTATION OF THE APPROVED FINAL FUEL MODIFICATION
CLASSIFICATION. FIRE CODE 4710.1.2
PLAN AND FINAL INSPECTION WILL BE REQUIRED PRIOR TO THE APPROVAL OF FINAL OCCUPANCY. SUBMIT
EXISTING FIRE HYDRANT. ONE CLOSET TO PROPERTY. SIZE: 6 X 4 32 1/2" FLOW: 2, 178 GPM AT 20 PSI RESIDUAL FOR 2 HOURS AT 90 PSI STATIC VECHICULAR INTERCOM GATE PILASTERS 20'-0" WIDE FIRE TRUCK ACCESS ON 20% SLOPE WITH STONE PAVING WITH PEDESTRIAN GRASS BETWEEN ENGINEERED TO CARRY THE LOAD OF A 25 TON FIRE TRUCK. GATE 80'-3" BACK UP FOR FIRE TRUCK TO STREET
30.00'
FIRE DEPARTMENT WALKWAY 5'-0" WIDE WITH 0%SLOPE 5'-0"
S 20°50'33"E 451.44' 68.58'
382.86'
125
352.86'
45
150 FT.
70 65
60
55
15
5
10
50
115
70
65 60
55
50
45 40
35
30 25
10
5
20 15
15'-0"
95.00'
S 57
Issued
°11'1
150 FT.
2" W
18'-4" at tree trunck only
C
9'
120
30.2
20'-0" clr.
95 90 85 80 85
61.6
115
100
RN
0" W
125
303.51'
68.82'
3'
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
30.00' ANOTHER FIRE HYRANT LOCATED 300'-0" AWAY
8.00'
A ST
°14'0
PARKING SPACE #4 18'-0" X 8'-8" ELECTRIC GATE PARKING SPACE #5 18'-0" X 8'-8"
VEHICULAR INTERCOM
105
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
septic field area b 435 Sq ft EXISTING PINE TREE TO BE TRIMMED PER FORESTRY DIVISION REQUIREMENTS
OF C
Project Name
'
MEAN HIGH TIDE, OCT. 14, 2004
TE
7"W 73.78
septic field area a 435 Sq ft
130
E
C-30765
S 63°33'2
110 105 100 95
KIRK! BLASCHKE
REN. 04.30.13
S 57
N 69°09'27"E
80 75
20
43.21'
103.00'
115
85
25
AR CH SED IT
IA
90
30
1'27"W
120
35
EN
CT
NEW MAILBOX
S 6 0 °1
5'-0"
MEAN HIGH TIDE PER R.S. 57-47-50
LI
19'-5"
661.06'
873.98' MEAS. 756.06' MEAS. (756.01')
7.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR
S 20°50'33"E
RAILING
29'-11" BACK UP FOR FIRE TRUCK TO STREET
464.91'
402.34'
FIRE DEPARTMENT WALKWAY 5'-0" WIDE WITH 0% SLOPE
FIRE DEPARTMENT CONCRETE WALKWAY 5'-0" WIDE WITH 10% SLOPE Sheet Title
20'-0" WIDE FIRE TRUCK ACCESS ON 20% SLOPE WITH STONE PAVING WITH GRASS BETWEEN ENGINEERED TO CARRY THE LOAD OF A 25 TON FIRE TRUCK.
fire department plan
Drawing File Scale Drawn By
n/a krb
Job martin and costin Sheet
A1.5
Lot 05
A
B
C
D
E
1024 harding ave. no. 202 venice, california 90291 310.663.6692
F
1
1
6 A9.1
UP 3T @ 12" 4R @ 6 5/8"
10 A9.1
C A4.2
F A4.3
8 A9.1
line of framed wall above grade
E A4.3
5'-0"
PROVIDE ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS parking space #1 18' x 8'-8"
2
004
36"
drain fau #2
8" thick wall per structural drawings with stone veneer
storage tank 73" tall 27" od
MECHANICAL ROOM elevator controller and pump
39 3/8"
UP 4T @ 12" 5R @ 6 5/8"
2'-0"
9 A9.1
10'-5"
5'-0"
18" SQUARE PILASTER WITH 3" STONE VENEER
2
fau #1
TRENCH DRAIN
002
003
3
3
1
C LI
C-30765
REN. 04.30.13
3 10'-3 4"
TE
B
C
D
E
OF C
A LI F O
RN
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
5'-4 1/2"
37'-2"
A
E
Project Name
5'-5 3/4"
26'-3 4"
KIRK! BLASCHKE
3
builtin cabinetry. see interior elevations
AR CH SED IT
A ST
5'-8 4"
005
EN
CT
3
PROVIDE SELF CLOSING DEIVCE ON A 1 HOUR FIRE RATED DOOR. (SEE parking DOOR SCHEDULE) space #3 GARAVENTA ELVORON HR 18' x 8'-8" HYRAULIC LIFT ELEVATOR. INSTALL PER MANUFACTURER'S PROVIDE ONE HOUR FIRE RESISTIVE RECOMMENDATIONS. MEETS CONSTRUCTION ON THE GARAGE ASME A17.1 STANDARDS. SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS
IA
8" thick wall per structural drawings with stone veneer
4'-10"
PROVIDE ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE FOR WALLS, CEILINGS, POSTS, AND BEAMS
33'-5 4"
+114.60'
4'-5
parking SEPARATE POWER AND OIL LINE space #2 SLEEVES TO CONTOLLER 18' x 8'-8"
10T @ 12" 11R @ 7"
UP 6
1 2"
25'-8"
A A4.1
3째 x 7
3
001
PROVIDE SELF-CLOSING DEVICE ON 20 MIN. FIRE RATED DOOR (SEE DOOR SCHEDULE).
3'-8 4"
GARAGE
F
masonry or concrete wall existing wall new wall
Issued
project north
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
Sheet Title
basement plan
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
A2.0
09'27"E
Lot 05
A
B
C
D
E
S 20Ā50'33"E
1024 harding ave. no. 202 venice, california 90291 310.663.6692
F
125.25'
30'-0"
S 20Ā50'33"E
cabinetry
2'-7 1/2"
33.97' closet119
BED #1
PULIC RIGHT OF WAY EASEMENT LINE
+124.25'
3
2'-6 1/2" 3'-0 3/4"
3'-4 1/2"
WALLS BELOW
2'-1"
3
5'-1"
124
3'-11"
123
107
EXISITNG RETAINING WALL TO BE REMOVED OR BURIED
SET MAG/N
PROPERTY LINE/CENTERLINE OF STREET
SET L & TK.
101
ENTRY
S 20Ā50'33"E 5 12
1.0
107
1
CLOSET
8 20.4
105
106
101
+121.62' ramp above 102 137
4
STORAGE
103
102
C-30765
A ST
TE
sl fo ope ot 1 to /8" dr pe ai r n
3.00'
COVERED PATIO
S 20Ā50'33"E
104
FINISHED SURFACE OF ELEVATED DRIVEWAY ABOVE 133.00
104
5
/4 "
revisions
06.28.11
progress set
111
86°
Sheet Title
FINISHED SURFACE 131.75
5'-0"
retaining wall layout 2 116
90°
14
6'23
03.31.11
3.
FINISHED SURFACE 131.50
Description
12.24.10
5T @ 12" 6R @ 6" NEW RETAINING WALL TO STOP 7/8" BACK FROM EXISITING RETININGWALL
6
125.25'
Issued
12
CO BA RN EX CK ER VE IST FR TO TH RIF INE OM BE E Y W RE BA 6" FI EL ITH TA SE D OWININ OF NE G W R AL IN L
+121.62'
3'-0"
3/8" FROM BACK SIDE OF WALL TO FACE OF EXISITNG STUCCO
sl fo ope ot 1 to /8" dr pe ai r n
GYM/YOGA
FINISHED 00 SURFACE 11 120.85 5'-11 7/8"
FINISHED SURFACE 132.00
RN
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
105
39.58'
5
A LI F O
Project Name
110
FINISHED SURFACE AT GRADE APPROX. 131.00
OF C
106
SPIRAL STAIR SEE SHOP DRAWINGS SHEET A9.2 FOR DETAILS AND STRUCTURAL DRAWINGS FOR COLUMN SUPPORT.
sl fo ope ot 1 to /8" dr pe ai r n
E
REN. 04.30.13
103 1T @ 18" DN 2R @ 6 1/4" 1R
OUTSIDE EDGE OF WALL IS 5'-4 1/2" FROM FACE OF EXISITNG STUCCO
AR CH SED IT
KIRK! BLASCHKE
108
UP 20R @ 7.52"
109
E 6" R TO B SE OF E N R O A C ROM B WALL BACK F E RETAINING IN R EXISTIN ITH OWNE W VERIFY LD THE FIE
EN
LI
C
+121.25'
CT
S 69Ā09'27"W
RETAINING WALL STEP WHERE OCCURS
7
7 7/16"
5
BACK SIDE OF WALL IS TO SIT ON EASEMENT LINE
FINISHED SURFACE APPROX 121.27
11 6
IA
11 5
124
3
OUTSIDE EDGE OF WALL IS 4'-11 1/4" FROM FACE EXISITNG STUCCO
4
.23
UP. 2' 11 6
SET L & TK.
+121.00'
Drawing File Scale
111° 4'-0"
3'-6 5/8"
6
12'-7 3/8"
1/4"=1'-0"
Drawn By
krb
Job martin and costin Sheet
11'-6 7/8"
A
ALIGN WITH PROPERTY LINE
B
C
D
E
A2.1
F existing wall new wall
project north
equal
equal
C A4.2
equal
equal
5'-6 1/2" F A4.3
5'-6 1/2"
5'-6 1/2"
5'-3 1/4"
5'-6 1/2"
118
5'-4 11/16"
5'-0 3/4"
DW
118
w/d
3'-1 3/8"
3'-0"
Lot 05
laundry
1024 harding ave. no. 202 venice, california 90291 310.663.6692
8'-5"
7'-4 7/16"
1'-9 11/16"
7'-4 7/16"
5'-3"
7'-1"
5' per structural
8' per structural
117
2T @ 14" 3R @ 5"
8'per structural 119
5'-3"
6'per structural
DN
7'-10"
5'-3"
91'-9"
7'-5"
8'-2 3/8"
6'-10"
eave above
5'-3 1/4"
D A4.2
E A4.3
7'per structural
roof below
5'-3 1/4"
vent dryer to outside through exterior wall
10'-7 1/4"
WALLS BELOW
5'-3 1/4"
window screen (typ.) 117
4'-0"
equal
4'-6" per structural 116
4'-7 5/16"
120
6x6 typ.
KITCHEN BED #2
3/4"
4x4 typ.
12'-0" x 3'-6"
3'-1"
line of (e) wall below
skylightabove 125
131
9 A9.1
3'-0 5/8"
+121.00' DN 11 A9.1
115
FACTORY BUILT MONTIGO FIREPLACE MODEL NO. HL38DF-PRC . INSTALLATION AND USE USE SHALL BE IN ACCORDANCE WITH THEIR LISITNG. CSA-US NO. 1554457
132
130
dw 5'-6 1/2"
5'-3 1/4"
3x3 typ.
above
5'-3 1/4"
116
eq. eq. 2'-7"
122
ELEVATOR 121
3'-3"
122 123
38'-10"
9 1/2"
5'-3"
5'-3"
5'-3" A A4.1
1 of 2 possible fireplace locations
FRZ.
REF. 120
GAS KEY FOR FIREPLACE
closet119
cabinetry
BED #1
2'-6"
seating nook
(E) SLAB
(N) SLAB
(N) SLAB
8'-6"
5'-3 1/4"
pantry
+124.41' 6'-0"
5'-3 1/4"
129
WALLS BELOW
2'-6 3/4"
10 13/16"
5'-4 3/4"
10 1/4"
125
LIVING +121.00'
type x gyp. board on all sides of lift shaft
dtl. A
3 1/2:12 SLOPE
2'-11"
UP
4'-3" B
114 above
(E) SLAB
11 A9.1
5T @ 12" 6R @ 6 13/16"
4'-7"
BATH #1
8'-3 3/4"
2'-0" min. clr.
121
2'-0" min. clr.
3'-2"
+124.41'
BATH #2
3'-2"
34'-6"
10T @ 12" 11R @ 7"
126
127
3'-7 1/2"
3'-1"
128
4x6 ledger
B
B
124
A
A
B
A
5 3/4 x 13 3/4 grate
eq.
108
+121.00' 7 7/16" 4'-3 1/2"
A
6'-10"
107
TATAMI MAT SIZES:
CLOSET 105
GYM/YOGA
RN
12'-0" edge of slab to center of outlet
3'-0"
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
eq.
5'-9 1/4"
1'-0"
1
2'-6"
A10.4 113
B A4.1
I A4.5
135
5'-1 1/2"
MASTER BATH
eq.
138
eq.
110
COVERED PATIO
eq.
+121.62'
1 A10.5
6'-5 11/16" 1'-6"
stone step eq.
MASTER CLOSET 1
1&2
TYP.
5 1/2"
A LI F O
133
A10.6
eq.
1'-10"
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
5'-10 1/4"
5'-0"
105
TE
113
5'-1 1/2"
align
26'-4"
tatami mats
8 A9.2
eq.
cabinetry
eq.
3'-5 1/2"
align
2'-6"
106
6'-8 1/16"
wood floor
109
landing above with 1 3/4" x 14" LVL
7'-3"
103
5 1/2"
UP 19R @ 7.51"
screen
2'-3"
3 1/2" x 14" PSL above
108
align edge of 6x8 at clg. with outside framing at wall
102
109
how far away were these placed in relation to grade beam?
5 1/2"
SPIRAL STAIR SEE SHOP DRAWINGS SHEET A9.4 FOR DETAILS AND STRUCTURAL DRAWINGS FOR COLUMN SUPPORT.
H A4.4
Project Name
3'-0"
all dimensions from inside edge of framing unless noted otherwise
sitting area
5 3/4" x 13 3/4" grate
STORAGE
3'-1 3/8"
B - (10ct.) @ 1'-11 1/2" x 4'-8 1/8"
106
line of grade beam
3 1/2"
" 1/8 2'-0
5 1/2"
137
102
5'-3"
5'-3"
+121.00'
above
139
2 A10.4
141
140
Sheet Title
5'-1 1/2"
+121.62'
101
G A4.4
A - (10ct.) @ 1'-11 1/2" x 3'-11"
(E) SLAB
K A4.5
C-30765
edge of slab to center of outlet
5 3/4 x 13 3/4 grate
2'-0"
5 1/2" 5 1/2"
B
5 3/4 x 13 3/4 grate
5'-8"
4 103 A9.3 ABOVE
138
3'-4 3/4" 5 1/2"
A
13'-9 1/2"
7'-0"
21'-11 3/4"
A
(N) SLAB
14'-2 5/8"
sl fo ope ot 1 to /8" dr pe ai r n
B
E
REN. 04.30.13
(N) SLAB
eq.
8"
A
AR CH SED IT
KIRK! BLASCHKE
face of decorative wood members
B
eq.
J A4.5
B
114
EN
(E) SLAB
align
DN
eq.
1T @ 14" 2R @ 4"
3'-11"
+120.33'
G A4.4
ENTRY
1 of 2 possible fireplace locations
A ST
H A4.4
101
+120.90'
1'-1 3/16"
face of framing
connection point from threaded rod (3) total this trellis
CT
107
door screen (typ.)
IA
B
C
A
5'-2 3/4"
1'-3"
123
A
LI
B
2'-6"
A
5 1/2"
porch above made from heavy timbers and fire retardant treated wood
B A4.1
112
MASTER BEDROOM
ground floor plan
12'-2" 1'-0"
3 A10.6
TOILET
2 A10.5
Scale
5'-10"
3'-5 11/16"
F A U
MASTER CLOSET 2
Drawing File
above
5'-10 1/4"
6'-5 11/16" 136
C L
112
2'-6"
6'-10 15/16"
2 1/2" thick wood deck 139
1'-6"
5 1/2"
eq.
14'-0 3/8"
eq.
1 A9.1
4'-1 1/2"
2'-8"
sl fo ope ot 1 to /8" dr pe ai r n
104
Drawn By
1/4"=1'-0" krb / jrm
Job
C L
martin and costin Sheet
104
11'-8 1/2"
option- c
11'-8 1/2"
5 1/2"
8'-0"
5'-6 1/4"
110
3'-9 3/4"
2'-0 3/4"
31'-4 3/4" 34'-8 3/4"
400 AMP ELECTRICAL PANEL
C L
E A4.3 F A4.3
111
6'-8 1/8"
4'-1 1/2" 3 1/2"
9'-1 1/2"
window screen (typ.) 14'-0 11/16"
7'-1 11/16"
align edge of 6x8 at clg. with edge of framing at wall, see note above eq.
eq.
eq.
C L
5 1/2"
5 1/2"
centerline of framing eq.
111
C L eq.
centerline of framing and 6x8 at ceiling eq
centerline of framing and 6x8 at ceiling
A2.2
existing wall eq.
eq.
eq.
new wall
project north
C
base line parallel with property line
D
E
F
overhang of curb to (e) slab?
G 8'-7 1/8"
1 1 1/8"
A9.12
setback line
1
7'-4 13/16"
A9.13
12'-5 7/8"
center of post to center of post
A9.13
H
7
4'-7 1/4"
center of post to center of post
10' min. setback
4 A9.13
corner of slab to shim or curb
shim or curb
3 1/8"
posts or dbl studs?
3 1/8"
center of post to shim or curb
center of post to shim or curb
I
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
setback line 1
8"edge of
slab to shim or curb
D
E
25'-4 7/16"
F
5/8"
line of outside of framing (typ.)
G
edge of slab to inside framing
3'-8 1/2"
5 1/2"
cl shim or curb
4'-6 3/8"
center of post to shim or curb
shim or curb
base line
1 5/8"
center of post
3" edge of slab to
1'-6" grade beam
cl
LI
C
50'-2 5/16" 56'-4 5/16"
edge of slab to center of post
13'-3 1/4" 34'-7 11/16"
extension of base line
21'-4 7/16"
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
08.24.12
slab drawing issue
08.30.12
slab drawing corrections
ground floor slab drawing
Drawing File Scale
4'-8 13/16"
corner of slab to center of post
4'-4 5/16"
5/8"
cl corner of slab to center of post
cl
5
cl
9 13/16"
14'-1 1/4" 7
IA
edge of slab to edge of shim
1'-0 15/16"
6'-4 1/2"
1'-9 3/8"
edge of slab to gas line
cl edge of slab to edge of shim or curb
align side with edge of slab cl
cl
line of inside of framing (typ.)
2 1/4"
2 1/4"
1'-4" typ.
edge of slab to edge of shim or curb
6 3/8"
4x6 post
6x6 post
10.20.09
"
4
2 1/4"
Description
Sheet Title
/8 of 2 e1nter o c st t f po g e o ed im or sh rb cu
4x6 post
line of grade beam below (typ.)
. EQ
. EQ
4"
F A U
CL
CL
A9.10
RN
25.90째
" /8
edge of slab to inside framing
top of curb and mech room at +120.90
/ f 3 3 er o o rn b t co sla of ge r e d im o b sh cur
5 1/2"
5
4
7 .3 a7
rb cu n io " t i s an 5/8 r t
4'-0 1/4"
depression
25'-2 15/16"
cl 9" eq.
depression
7'-0 1/16"
cl
cl
top of (n) slab +120.71
15
6 1/8"
edge of slab to depression
C
cl
eq. 5'-10" 1'-3" 3" 3"
8 5/8"
edge of slab to edge of depression
depression
3'-7 7/8"
2'-9 5/8"
edge of depression to edge of depression
1 5/8"
curb transitions
5 1/2"
cl
slope: 7/16" per ft. slope: 7/16" per ft.
cl
3 1/8"
center of post to shim or cl curb
corner of slab to shim or curb
4'-0 5/16"
shim or curb
c ion sit n a tr
4x6 post
5
o b t shim la f s e of o g e dg e e d 9" /8"einsid urb c or 77
CL
8" 5/urb
4
s
center of post to shim or curb
6"
edge of slab to center of post
6x6 t.s. with 2' x 2' x 12" thick pad
2"
/1
line of grade beam below (typ.)
15
4
'-5
4
6'-2"
4x6 post
3"
Issued
18
align side with inside edge of framing
"
4
6x6 post with 3'-6" x 3'-6" x 12" thick pad
cl
16
7'-5 7/8"
door center to door edge
cl
A LI F O
4
14'-2 15/16"
CL
5/8"
inside edge of shim or curb
align side with inside edge of framing
2 1/4"
3'-3 1/4"
3'-3 1/4"
door center to door edge
o bt la f s o of ge d ge ed ide e g s 7" in amin fr
8" 7/ urb '-3 r c 14him o
2 1/8"
w6x25 with 2' x 2' x 12" thick pad
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
6x6 post
"
21'-4 7/16"
1'-6 11/16"
4
5/ lab s b 10 3'- er of cur or rn co shim to
1"
6 3/8" edge of slab to 5/8"
bottom of 3" x 8" t.s. at outrigger at +129.53
cl
slope: 1/4" per ft.
sim.
/8 of 2 1nter o ce t t os of CL pedge or im sh rb cu
A7.3
EQ.
" /4
6x6 post
EQ.
A9.10
21
slope: 1/4" per ft.
18'-10 15/16"
7 cl
E
Project Name
master bedroom doors
edge of slab to inside framing
A9.10
TE
9'-4 1/4" corner of slab to c.l. of
21'-4 7/16"
KIRK! BLASCHKE
C-30765
A9.10
15/16"
AR CH SED IT
base line
cl
6'-3 7/8" A9.10
edge of slab to1'-0 inside edge of shim or curb
EN
REN. 04.30.13
4
cl
6
sim.
slab transition
4
cl
3 depression
new retaining wall
1 5/8"
4x6 post
corner of slab to center of post
9 13/16"
9'-7 11/16"
edge of slab to edge of shim or curb
align outside edge of steel with edge of slab
6x6 post
4
cl
inside edge of shim or curb
5"
edge of slab to center of post
edge of slab to inside framing
1'-0 15/16"edge of slab to
16'-0 15/16"
3
cl
5 1/2"
2 1/2"
A9.10
corner of slab to depression
curb or raised slab see for height above slab (always at +120.90)
bottom of w8x21 steel at header at +129.51
4
8 5/8"
2 A9.10
5 1/2"
21'-3 5/8"
6x6 t.s. with 3'-9" x 3'-9" x 12" thick pad
cl
line of grade beam below (typ.) edge of slab to inside framing
3'-1 1/16"
14'-9 1/2"shim or curb
top of (e) slab +120.71 top of (n) slab +120.71
edge of slab to inside framing
edge of slab to edge of shim or curb
9'-8 7/16"
area to be depressed lower than slab see for depth below slab
2'-10 9/16"
1 5/8"
2 7/8"
2'-3 9/16"
5 5/8"
sim.
edge of shim or curb to center of post
1 5/8"
edge of slab to center of post
5x7 t.s.
locate mechanical ducts on inside edge of (e) footing (typ.)
slab transition
cl
centerline of post to centerline of post
curb below doors see for height above slab
edge of slab to center of post
1 5/8"
A9.10
corner of slab to shim or curb
1'-4" grade beam width? 2 1/4"
edge of slab to edge of shim or curb
2
edge of shim or curb to center of post
edge of shim or curb to edge of shim or curb
3"
6x6 t.s. with 2' x 2' x 12" thick pad
3"
cl
slab transition
2 7/8"
width of shim or curb
SHOULD THIS BE 24"?
edge of slab to center of post
1'-6" grade beam
top of (e) slab +120.71
1 5/8"
cl
edge of slab to center of post
edge of slab to edge of shim or curb
width of shim or curb
7'-6"
1 1/2"
9'-2 11/16"
5x7 t.s. with 4' x 4' x 12" thick pad
5 1/2"
10'-0"
centerline of post to centerline of post
2 3/4"
1'-4" grade beam exists?
(e) 5'-0" deep footing, verify size in field (typ.)
edge of slab to gas line
edge of post to center line of t.s.
1'-0 15/16"
5 1/2"
1 1/2" edge of slab to edge of shim or curb
5x5 t.s.
5 3/4"
4'-6 15/16" SHOULD THIS BE 3'x3'x24"?
edge of slab to center of post
2 5/16"
4
return duct in wall, verify location and size
cl
edge of slab to edge of shim or curb
edge of shim or curb to center of post
15'-7 7/8"
centerline of post to centerline of post
cl
cl
1'-0 7/16"
2 7/8"
top of (n) slab +120.72
center of post
8 9/16"
cl
1/8"
(n) slab (e) slab
10'-4 9/16"shim or curb 2 3/4"edge of slab to 1 1/2" 2 1/8"
5 3/4 x 13 3/4 grate
width of shim or curb
6 3/8"
cl
8" edge of slab to edge of shim or curb
1'-0 15/16"
edge of slab to inside framing
5 1/2"
edge of slab to edge of shim or curb
1'-0 15/16"
edge of slab to edge of shim or curb
centerline of structure to gas line
6.15' drop
top of (n) slab +114.56
top of (n) slab +114.56
my math comes to 114.39 at far end of 2 9/16" slab?
10'-6 3/8" retaining wall 8" (typ.)
edge of slab to edge of shim or curb
5 3/4 x 13 3/4 grate
5 3/4 x 13 3/4 grate
20'-10 11/16"
centerline of post to centerline of post
1 1/2"
2 1/8"
5x7 t.s.
centerline of structure to gas line
centerline of post to centerline of post
4x4 post - grade beam size?
top of (e) slab +120.71
10'-5 1/2"
10'-10 5/8"
10'-10 5/8"
5 1/2"
5x5 t.s.
ltwt pour below tatami?
centerline of post to centerline of post
10'-10 3/4"
2 1/8"
w10x88 with 12' x 12' x 36" thick pad
CT
8'-8 13/16"
duct is high wall supply, to run through wall
top of (n) slab +120.72
4
9'-2 11/16"
14'-11 1/2" center of steel to center of post
(typ.)
edge of slab to edge of shim or curb
4'-6"
2'-0"
3 1/2"
1'-0 15/16"
cl
2
A ST
centerline of post to centerline of post
cl
A9.12
top of (n) slab +120.72
6 1/2"
6x10 post with 3'-6"x3'-6" pad
6x6 post
underpinning 5'-0" deep footing. no structural connection between pad 3 1/8" and footing.
4'-7 5/8" retaining wall 9'-3 3/8" retaining wall
top of (n) slab +114.31
top of (n) slab +114.14 base line
9 A9.12
8'-10"
existing slab will need to be saw cut for sub slab ducts. verify duct paths with mechanical subcontractor.
SHOULD THIS BE 3'x3'x24"?
8
existing line of foundation
locate mechanical ducts on inside edge of (e) footing (typ.)
A9.12
3
A9.12
cl
cl
5
rtg. wall
4x4 post - on grade beam?
A9.12
10 3/4"
top of (n) slab +114.56
5x5 t.s.
cl
(e) 5'-0" deep footing, verify size in field (typ.)
A9.12
A9.12
top of (n) slab +120.72
4'-4 9/16" edge of slab to center of post
12" x 24" deep grade beam
A9.12
6
7
base line parallel with property line
edge of slab to center of post
2
5'-4 1/2" retaining wall
line from framing on plan (held)
1 1/2" 2 1/8"
12'-4 15/16"
top of (e) slab +120.71
line of island
2'-1 11/16"
3/8"
should these be 4x4 posts?
1 5/8" top of (n) slab +120.71
line of first riser
slope x?
3
(typ.)
A9.13
14'-6 5/8"
line of edge of pad/footing for elevator
slope 1/8" per ft.
cl
2'-0"
slope: 1/4" per ft.
5'-6" retaining wall
need to look at the detail here
cl
6x6 post with 3'-0"x3'-0" pad
26'-3 9/16" retaining wall
need to get lights and keypad for door
cl
(n) slab (e) slab
slope: 1/4" per ft.
top of (e) slab +120.71
2
existing foundation to remove
8" (typ.)
slope: 1/4" per ft.
ask bruce how much space he wants to hold back wall for finish
drain for mechanical room
10'-1 3/4" retaining wall
existing foundation to remove (this part of line adjusted from actual existing slab line)
slope: 1/4" per ft.
cl
1/4"=1'-0"
Drawn By
jrm
Job martin and costin Sheet
4x6 post
A9.10
6'-2"
H
I
A2.2b
81'-8 3/4"
project north
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
septic field area a 435 Sq ft
low retaining wall here with planting in front of it.
A
B
C
120.26
129.00
D
E
440.021 Sq ft 119' 4.3179"
existing fence to be removed
make irregular line at transition between rocks and wood decking. K A4.5
8'-0"
8T @ 12" 9R @ 7"
J A4.5
7 A9.1
3 A9.3
5 A9.3
3 A9.1
3 A9.1
4 A9.1 3 A9.1
align center with railing
4
4 4 A9.3
132.00 f.s.
+133.25' EN
KIRK! BLASCHKE
LI
ROOF BELOW
AR CH SED IT
E CT
C
133.00 f.s.
C-30765
REN. 04.30.13
TE
concrete with stone
EXISTING WATER METER
ref/ frz
guest kitchen
5
deck
131'-10" f.s.
guest living room
B A4.1
PLANTER AREA
20'-0"
5 A9.1
132.17' f.s.
6'-4 1/8"
underside of gate 132.25'
I A4.5
3 A9.1
existing wall new wall
trench drain 5T @ 12" 6R @ 6" DN 131.83' f.s.
concrete with stone
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
3 A9.1
9 A9.1
131'-9" f.s.
Issued
5
verify location of hose bib with owner. it might be relocated to the planting area. 133.00 f.s.
131.83' f.s.
RN
6 A9.3
dw
132.57 f.s.
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
VEHICULAR INTERCOM
132.41 f.s. (survey no.)
OF C
Project Name
131'-11" f.s.
existing asphalut curb
IA
A ST
planting area
DW 19R @ 7.51"
+133.5'
align center of post with center of column
Sheet Title
driveway plan
5T @ 12" 6R @ 6" Drawing File Scale
1 "asphalt curb
132.70 f.s.
6
131.83' t.g.
6
top of curb132.17'
Drawn By
131.66' t.g.
1/4"=1'-0" krb
Job
132.62' f.s.
martin and costin
project north Sheet
17'-1" 24x24 drain see civil drawings
24x24 drain with 12 pipe to connect to the other 24x24 drain
A
4" x 6" metal post
12x12 drain see civil drawings
PROPERTY LINE
B gate will swing over planting area and curb vehicular gate see detail 1 sheet A9.7
C
D
E
A2.3B
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
A
B
C
D
E
ALL LIGHTS IN BATHROOM TO BE ON MOTION SENSORS SLOPE FLOOR 1/8" PER FOOT
eq.
LI
C
eq.
line of (e) floor to be extended
guest kitchen
3 1/4" 4"
deck
GUARDRAIL TO BE 42" HIGH WITH 3 15/16" MAXIMUM OPENING BETWEEN PICKETS beam below
6 A9.3
guest living room
B A4.1
3"
202
2 A10.1
202
4"
Issued
3 A9.1
11'-6 1/8"
9'-4"
beam below
5 A9.1
204
2'-6 5/8"
3 A9.1
IA
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
8'-0"
31'-4 3/4"
9 A9.1
21'-2 1/8"
RN
5
I A4.5
dw
eq.
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
5 1/2"
26'-4"
2'-0 1/4"
1 A10.1
OF C
Project Name
slope 1/4" per foot
203
PLANTER AREA
TE
7'-0 1/2"
7'-9 5/8"
3/4" from face of concrete wall
step in curb
207
guest bath 205
REN. 04.30.13
EAVE ABOVE +133.5'
ref/ frz
E
C-30765
204
5'-7 3/8"
26'-3 7/8"
eq.
5
22'-7 3/4"
PARKING SPACE #5 18'-0" X 8'-8"
2 A9.3
AR CH SED IT
KIRK! BLASCHKE
shower niche
1'-2 1/4"
eq. eq.
EAVE ABOVE
ROOF BELOW
201
EN
A ST
align center of post with center of column
201
DW 19R @ 7.51"
PARKING SPACE #4 18'-0" X 8'-8"
+133.25'
CT
9'-1 3/8"
2'-2 1/8" 205
4'-5"
eq. plus 1 1/8"
eq.
9'-2 7/8" 2 1/4" 5 1/2" 1'-3" 2'-10 1/4" 1'-5 1/2"
eq.
eq.
eq.
4 A9.3
4
SPIRAL STAIRCASE SEE SHOP DRAWINGS SHEET A9.4
206
ELEVATED WALKWAY TO ELEVATED DRIVEWAY eq.
EAVE ABOVE
1'-10"
1'-11 3/8"
align center with railing
eq.
5 1/2"
2'-2 3/4" 3 1/2" 2'-4 5/8" 2'-0"
eq.
3 A9.1
1'-11 1/4"
a/c above
3 A9.1
3 A9.1
17'-2 1/8"
14'-2 5/8"
3'-8 1/8"
4
7 A9.1
5 A9.3
4 A9.1
14'-6"
GUARDRAIL TO BE 42" HIGH WITH 3 15/16" MAXIMUM OPENING BETWEEN PICKETS 3 A9.3
K A4.5
J A4.5
existing wall new wall
5T @ 12" 6R @ 6"
Sheet Title
second floor plan
5T @ 12" 6R @ 6"
6
5'-0"
DN
6
Drawing File Scale
4'-0"
Drawn By
1/4"=1'-0" krb
Job martin and costin
project north Sheet
A
RETAINING WALLS BELOW
B
PROPERTY LINE
C
D
E
A2.3
F A4.3
C
C A4.2
3'-0"
D
3'-0"
E
FE A4.3
G
SIM.
H
D A4.2
6'-0"
I
Lot 05
3'-0"
D.S.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
3'-0"
D.S. LOS ANGELES COUNTY FIRE DEPARTMENT ROOF NOTES
2 A9.1
1. ROOF VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 9NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL FLASHING INSTALLED OVER A MINIMUM 36-INCH
3 1/2:12 SLOPE
FULL LENGTH OF THE VALLEY. FIRE CODE 4710.1.3 2. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. FIRE CODE 4710.1.4 3. ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE
SKYLIGHT
ATTIC AREA OF THE STRUCTURE. VENT OPENINGS SHALL BE PROTECTED BY
WALL LINE
CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH OPENINGS. VENTS
2 3 1/2:12 SLOPE
SEE SHEET A1.5 FOR OTHER LOS ANGELES COUNTY FIRE DEPARTMENT NOTES 3 1/2:12 SLOPE 6 3/4"
3
WALL LINE
CHIMNEY W/APPROVED SPARK ARRESTOR
2'-0"
RIDGE ELEV = 136.71' TOP OF PLYWOOD
6'-0" C L OF EXISTING RIDGE
15'-6"
3 1/2:12 SLOPE
3 A9.9
A A4.1
3 1/2:12 SLOPE
19'-6"
WALL LINE
RIDGE ELEV = 136.71' TOP OF PLYWOOD
125
WALL LINE
15'-6"
19'-6"
3 1/2:12 SLOPE
SHALL NOT BE INSTALLED IN EAVES OR CORNICES. FIRE CODE 4710.2.1 AND 4710.2.2
2
WALL LINE
4'-0"
WALL LINE
WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SEET RUNNING THE
3
3 1/2:12 SLOPE
WALL LINE
KIRK! BLASCHKE
LI
C
AR CH SED IT
BEAM BELOW
E CT
3 1/2:12 SLOPE
EN
C-30765
D.S.
3 1/2:12 SLOPE
WALL LINE
1'-0" 2 A9.1
WALL LINE
SLAT ROOF MATERIAL: TRU-SLATE CLASS "A" ROOFING MATERIAL IN GREYSTONE WITH VeRSASHIELD UNDERLAYMENT OVER CONTINUOUSLY APPLIED WEATHERWATCH. UL 790. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DOWN SPOUT, TYPICAL 1'-0"
4 A9.10 1'-11 1/2"
TE
IA
1'-0"
H A4.4
OF C
A LI F O
RN
6'-0" Project Name
4 A9.10
3 1/2:12 SLOPE
NOTE:
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
ALL EXPOSED WOOD ON THE TRELLIS IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
4 10'-6 5/8" Issued
Description
CHIMNEY W/APPROVED SPARK ARRESTOR
1'-0"
1'-0"
D.S. 4 A9.9 WALL LINE LOW SLOPING ROOF MEMBRANE: TORCH DOWN CLASS “A” ASSEMBLY OF CERTAINTEED FLINTLASTIC GTA-FR OVER 2 LAYERS OF CERTAINTEED GLASBASE BASE SHEET FIRST LAYER OF GLASBASE BASE SHEET TO BE MECHANICALLY ADHERED. UL LISTING R11656 ASSEMBLY NUMBER 30 INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
RIDGE ELEV =143.14'
3 1/2:12 SLOPE
1/2:12 SLOPE
1 A9.2
3 1/2:12 SLOPE
D.S.
G A4.4
3 1/2:12 SLOPE
5'-0"
4
6 A9.2
2'-0"
1 A9.3
RIDGE ELEV = 134.17' TOP OF PLYWOOD
G A4.4
A ST
H A4.4
1'-0"
REN. 04.30.13
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
Sheet Title
5
1 A9.2
WALL LINE
roof plan
B A4.1
3 1/2:12 SLOPE 4 A9.9
3 1/2:12 SLOPE
1/2:12 SLOPE
BALCONY LINE
SIM.
WALL LINE
5
Drawing File Scale Drawn By
6 A9.2
2'-0" D.S. 1'-0"
E A4.3
1'-0"
C
GUTTER
DOWNSPOUT LOCATION TYP.
D
martin and costin
D.S.
D.S.
EAVE ELEV =142.48'
E ROOF PLAN SCALE: 1/4"=1'-0"
FF
krb
Job
WALL LINE
Sheet
1'-0"
BALCONY LINE
2'-0"
WALL LINE
1'-0"
1 A9.2
1/4"=1'-0"
D.S.
1'-0"
2'-5 1/2"
GUTTER
DOWNSPOUT LOCATION TYP.
7 A9.10
G
H
A4.3
1
I
A2.4
Lot 05
fau #2
1024 harding ave. no. 202 venice, california 90291 310.663.6692
fau #1
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
OVERHANG?
C-30765
REN. 04.30.13
IA
A ST
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
basement reflected ceiling plan
Drawing File Scale Drawn By
1/4"=1'-0" krb/mh
Job martin and costin Sheet
A3.1
Lot 05
6'-0 1/4"
AR CH SED IT
KIRK! BLASCHKE
LI
C
6'-0 1/4"
EN
E CT
C-30765
REN. 04.30.13
A ST
TE
C.H. = 9'-8 3/4" A.F.F.
IA
5'-2 3/4"
2'-0 1/4"
1024 harding ave. no. 202 venice, california 90291 310.663.6692
OF C
A LI F O
RN
CH = 9'-2 1/4" A.F.F.
3 1/2" x 14" PSL above
1'-9 1/2" C L
EQ.
EQ.
C L
EQ.
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
C L
C L
landing above with 1 3/4" x 14" LVL
Description
4'-0 1/4"
C L
1'-0" 1'-0"
EQ.
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
C L
ALIGN
C L
19'-5"
11'-4 1/2"
Project Name
6"
light fixture
C L
Sheet Title
reflected ceiling plan
4'-0 1/4"
6"
C L
C L
sprinkler head
C L
Drawing File Scale
C L
Drawn By
1/4"=1'-0" krb/mh
Job martin and costin
C L
C L
4 1/8" TYP. EQ. TYP.
C L
C L
C L
4 1/8" TYP. EQ. TYP.
2 x 2 typical 6 x 8 typical
C L
C L
EQ.
Sheet
2'-0 1/4"
1'-0" 1'-0"
EQ.
C L
CH =10'-3" A.F.F.
C L
EQ. 2 3/4"
PREVIOUS OVERHANG WAS 1'-0"
A3.2
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
C
EQ.
D
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ. 1'-9 3/4"
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
SEE DETAIL 6, SHEET A9.2
4 EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
4
C-30765
REN. 04.30.13
IA
A ST
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OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
5
Issued
5
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
second floor reflected ceiling plan
C
D light fixture
sprinkler head
Drawing File Scale Drawn By
1/4"=1'-0" krb/mh
Job martin and costin Sheet
A3.3
3 A9.9
w10x22
ridgeline at living room top of plywood 136.71
Lot 05
verify what is happening here
1024 harding ave. no. 202 venice, california 90291 310.663.6692
12 3-1/2
6x10
top plate of guest bedroom 133.22
9'-0"
8'-9 13/16"
need this height for elevator
finished floor of guest bedroom 124.41 finished floor of entry 121.00
ROCK
7'-0"
f.f. 114.18
top of drain 114.14
w12x58
8'-4 3/4"
6 A9.1
8'-8 1/4"
r-19 insulation
existing slab 120.75
f.f. 114.60
f.f. 114.35 slope 1/8" per foot
8"
6"
114.35
1 1/2"
top of slab at garage entrance
2'-6" 5'-0"
SECTION A-A EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
scale 1/4"= 1'-0"
C-30765
REN. 04.30.13
IA
A ST
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OF C
A LI F O
RN
Project Name
1 A9.2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
SIM. 1 A9.2
SIM.
3 A9.5 206 206
205
2 A9.2
ROCK
SEE ROOF PLAN SHEET A2.4 FOR ROOF SPEC
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
2 A9.8 2 A9.3
4 A9.9
6 A9.3
tv tel
3 A9.9
Issued
ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)
12 3.50
raise to floor level
2 A9.2
9'-3 13/16"
102 TH
9 A9.2
105
8 4 A9.2 th
102
3 A9.2
telephone
1 A9.1
8 A9.2
105
106
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
top plate 130.32 (9'-3 13/16" above f.f.)
2 A9.1 4 A9.2
Description
Sheet Title
building sections
107 138
139
133
finished floor 121.00 slab (n) 120.75
Drawing File
ground 120.25
Scale
1/4"=1'-0"
Drawn By
krb/mh
Job
review with scott what the! typical thickened slab edge looks like
martin and costin Sheet
SECTION B-B scale 1/4"= 1'-0"
A4.1
Lot 05 1 A9.2
1 A9.3 6x10 beam
1 A9.2
SIM.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
1 A9.3
SIM.
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above f.f.)
1
8'-4 2"
2 A9.8
202
4 A9.2
top of ridge at plywood
1 A9.8
136.71 4 A9.2
finished floor of studio 133.50
2 A9.2
207
top plate of guest bedroom
106 105
fin. floor of guest bedroom 124.41
3 A9.2
finished floor at yoga room 121.62 top of existing slab at yoga room 121.35
12'-3 5/8"
8'-9 13/16"
4 A9.2
12'-5 3/8"
9 A9.2
10'-1 1/2"
2 A9.2
9'-6 7/8"
133.22
finished floor of entry 121.00 finished grade
finished grade 120.25
wood panels at base
120.00
AR CH SED IT
KIRK! BLASCHKE
LI
SECTION C-C
EN
E CT
C
8 A9.2
C-30765
REN. 04.30.13
scale 1/4"= 1'-0"
IA
A ST
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OF C
A LI F O
RN
Project Name
1 A9.2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
SIM.
1 A9.3
202
4 A9.2
207
1 A9.8
2 A9.2
w8x28 4 A9.9
finished floor of studio 133.50
2 A9.1
top plate 130.32 (9'-3 13/16" above f.f.)
9'-3 13/16"
top plate 131.48 (10'-5 13/16" above f.f.)
2x10
4 A9.2
3" x 8" x 3/8" t.s.
finished floor 121.00
2 A9.2
finished floor 121.00 glass at base
A9.10
21'-4 7/16"
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
Sheet Title
building sections
3 A9.2
113
7
permit set submittal
3.50
9 A9.2
slab (n) 120.75 finished grade 120.25
10.20.09
10x16
8x12
outrigger 6 x12
ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)
Description
12
3.50
3.50
3.50
w10x112
12
12
12
Issued
15'-8 1/2"
ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)
4 A9.9
3 A9.9
10'-5 13/16"
2 A9.8
3'-6 11/16"
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS
1
8'-4 2"
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
8 A9.2
7
2
1
A9.10
A9.10
A9.10
top of slab (e) 120.75 finished grade 119.32
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
SECTION D-D scale 1/4"= 1'-0"
A4.2
Lot 05 B A4.1
H A4.4
1 A9.2
1 A9.3
1 A9.2
SIM.
G A4.4
1 A9.3
SIM.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
A A4.1
6x10 beam ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
1
w10x22 at kitchen (not shown in this section)
202
2 A9.8
8'-4 2"
SEE ROOF PLAN FOR ROOF SPEC
3 A9.9 SIM. 6x12 at laundry
4 A9.2
ridgeline at living room top of plywood
2x10
1 A9.8
136.71 (15'-8 1/2" above f.f.) 2 A9.2
207
finished floor of studio 133.50
10x16
6x12
2 A9.1
top plate 130.32 (9'-3 13/16" above f.f.) 2 A9.2
123
4 A9.2
106 105
9 A9.2
finished floor of guest bedroom 124.41
3 A9.2
finished floor of yoga room 121.62 top of existing slab at yoga room 121.35
102 119
wood panels at base 8 A9.2
new slab
wood panels at base
top of subfloor 120.75 ground 119.32
bottom of psl 5'-5 1/8"
finished grade 120.25
finished floor 121.00
121
2 A9.10
sim.
mechanical room
AR CH SED IT
KIRK! BLASCHKE
LI
SECTION E-E
EN
E CT
C
slope to drain
C-30765
REN. 04.30.13
scale 1/4"= 1'-0"
IA
A ST
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OF C
A LI F O
RN
Project Name
w10x22 at kitchen (not shown in this section) 6x12 at laundry
ridgeline at living room top of plywood 136.71
3 A9.9 SIM.
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
12
2 A9.1
ridgeline at master bedroom top of plywood
3.50
12 3.50
134.17 (13'-2" above f.f.) 10x16
3.50
2x10
top plate 130.32 (9'-3 13/16" above f.f.)
6x12
2 A9.1
109
1 A6.6
110
2 A9.2
top of subfloor 120.75 ground 119.32
slope to drain
5'-5 1/8"
mechanical room
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
3 A9.2 finished floor 121.00 slab (n) 120.75
new slab
10.20.09
9 A9.2
109
finished floor 121.00
Description
12
12 3.50
top plate 130.32 (9'-3 13/16" above f.f.)
Issued
8 A9.2
ground 120.25
Sheet Title
exterior elevations
2 A9.10
sim.
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
SECTION F-F scale 1/4"= 1'-0"
A4.3
Lot 05 C A4.2
E A4.3
1024 harding ave. no. 202 venice, california 90291 310.663.6692
D A4.2
F A4.3
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS
SEE ROOF PLAN FOR ROOF SPEC
4 A9.9 w8x28
ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)
2 A9.1
12
12
3.50
3.50
top plate 130.32 (9'-3 13/16" above f.f.)
8x12
107
108
finished floor 121.00 top of existing slab 120.75 finished grade 120.25
114
finished floor 121.00 top of existing slab 120.75 finished grade 120.25
120.25 ground
4 A9.10
AR CH SED IT
KIRK! BLASCHKE
LI
SECTION G-G
EN
E CT
C
4 A9.10
8 A9.2
C-30765
REN. 04.30.13
scale 1/4"= 1'-0"
IA
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chimney riser for future use Project Name
D A4.2
E A4.3
1 A9.2
C A4.2
F A4.3
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
1 A9.3
6 A9.2
ridgeline 143.14
top of opening 7'-0" above finished floor 3 A9.1 205
4 A9.9
201
w8x28
4 A9.1
stamped concrete
201
4 A9.2
2 A9.2
finished floor of studio 133.50
12
12
3.50
3.50
2 A9.2
8x12
2 A9.2
3 A9.1
108
3'-7 1/4"
105
102
finished floor 121.00 top of existing slab 120.75 finished grade 120.25
120.25 ground
8 1/8"
finished floor 121.00 top of existing slab 120.75 finished grade 120.25
102
106
8 A9.2 4
4
A9.10
A9.10
8 A9.2
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
Sheet Title
1'-0 1/2"
1 A6.6 3 A9.2
Description
4 A9.2
9 A9.2
3
8 A9.2
Issued
4 A9.2
10'-6 4"
12 3.50
206
SEE ROOF PLAN FOR ROOF SPEC
1 A9.6
8 A9.2
exterior elevations
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
SECTION H-H scale 1/4"= 1'-0"
A4.4
Lot 05
1 A9.2
1024 harding ave. no. 202 venice, california 90291 310.663.6692 SIM. 1 A9.2
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
1-3 A9.5
1 A9.6 3 1/2" x 11 1/4" psl
3 A9.1 1
8'-4 2"
SIM.
5 A9.3
2 A9.8 2 A9.3
finished floor of studio 133.50
6 A9.3
4 A9.2
top of driveway at section 131.10
10'-6 1/2"
1
8'-4 2"
3
10'-6 4"
11
9'-6 16"
9 A9.2 105
3 A9.2
1 A9.1
top of existing slab 121.35
2 A9.2
10'-8"
top of opening 8'-0" above finished floor
top of beamm to be chamfered
TOP PLATE 132.01
top of existing slab 121.35
review with scott what the typical thickened slab edge looks like
SECTION I-I EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
scale 1/4"= 1'-0"
C-30765
REN. 04.30.13
IA
A ST
TE
OF C
A LI F O
RN
Project Name
r-19 insulation (requires min. 6 1/4") 3/4" space for torch down roof
3/4" space for torch down roof
5/8" cdx plywood
1 1/2" sheathing 6x6
6x6 rafters 8x16 ridge beam 6 A9.2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
8x16 ridge beam 2x sheathing 6x6 rafter tails scissored into 2x8 ceiling joists top of roof 143.14
2x8@16" o.c.
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
2x8@16" o.c.
6x6 rafter tails scissored into 2x8 ceiling joists top of roof 143.14
6x10 beam
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
1 A9.3
6 A9.2
1 A9.3
Issued
Description
09.14.10
4 A9.3
finished floor of studio 133.50 top plate 132.01
3
1
2 A9.8
2 A9.8
finished floor of studio 133.50 6x6 @ 24" o.c.
finished floor of studio 133.50
existing wall to remain.
Sheet Title
sections of guest suite 1
1
8'-4 2"
psl supporting elevated driveway
8'-4 2"
10'-8"
12'-1 3/4"
top of opening 8'-0" above finished floor
8 A9.2
top of finished floor 121.62 top of existing slab 121.35
progress set
8'-3 4"
8'-4 2"
3
1
8'-3 4"
8'-4 2"
7'-0"
5
7'-9 8"
1
8'-4 2"
06.28.11
3'-0"
8 A9.2
Drawing File
8 A9.2
Scale
top of existing slab 121.35
Drawn By
1/4"=1'-0" krb
Job
top of grade in front courtyard 120.50 patio with large stones with plantings between
SECTION J-J scale 1/4"= 1'-0"
martin and costin
top of grade in front courtyard 120.50 Sheet
SECTION K-K scale 1/4"= 1'-0"
A4.5
Lot 05 1 A9.2
1024 harding ave. no. 202 venice, california 90291 310.663.6692
SIM.
1 A9.3
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS
w10x45 6x8 will attach to steel beam on outside
1 A9.8
4 A9.2
hang point of trellis line of interior bottom of ceiling line of interior spacebottom of 6x8 w10x112
ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)
hang point of trellis
207
2 A9.2 2 A9.1
12 3.50
12
10x16
3.50
112
top plate 130.32 (9'-3 13/16" above f.f.)
114
113
top plate 131.48 (10'-5 13/16" above f.f.)
115
W8 X 21
6 X 12
9'-3 13/16"
2 A9.2 9 A9.2
9 A9.2
112
3 A9.2
2 A9.2
10'-5 13/16"
finished floor of studio 133.50
116
113
15'-8 1/2"
ridgeline at master bedroom top of plywood 134.17 (13'-2" above f.f.)
4 A9.9
3 A9.9
hang point of trellis
202
1
8'-4 2"
2 A9.8
3 A9.2
finished floor 121.00
finished floor 121.00
slab (n) 120.75 finished grade 120.25
8 A9.2
slab (e) 120.75
8 A9.2
8 A9.2
finished grade 119.32
SOUTH ELEVATION EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
scale 1/4"= 1'-0"
C-30765
REN. 04.30.13
eq.
1'-1"1'-1" 1 A9.3
cl
4
cl
cl
typ.
1-3 A9.5
136.71
cl
eq. 2 3/8"
eq. 2 3/8"
2 A9.2
1 A9.6
cl
3 A9.8
2 3/8" 10 3/4" cl
103
2 A9.2
103
101 120
121
6'-6"
finished floor of guest bedrooms 124.41
2 A9.3
6 A9.2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
cl cl cl
2 3/8" 10 3/4"
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
cl
7 A9.3
122
101
6 A9.1
9 A9.2
3'-7 1/4"
8'-9 13/16"
12'-3 5/8"
top plate of guest bedrooms 133.22
RN
HOSE BIB
202
2"
9 1/8" typ.
top of ridge at plywood
9 A9.2
A LI F O
Project Name
cl
1 A9.2
2 A9.2
OF C
eq.
cl
A9.2
IA
A ST
TE
Sheet Title
5 A9.3
exterior elevations SIM.
finished grade 120.00
KEYPAD FOR GARAGE DOOR
8 A9.2
Drawing File Scale
005 Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
NORTH ELEVATION scale 1/4"= 1'-0"
A5.1
slope gutter 1/64" per ft.
1 A9.2
6 A9.2
verify slope of gutter in 1 field A9.3 6
7 A9.7
C A4.2 A9.7
ridgeline 143.14 top plate at studio 141.875 (8' - 4 1/2" above finished floor)
ALIGN WITH CENTER OF POST 2 A9.9
1
8'-4 2"
ROCK
SEE ROOF PLAN SHEET A2.4 FOR ROOF SPEC
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
5 A9.7 203
2 A9.1
12
4 A9.2
2 A9.1 U.G. ELECTRIC METER & SERVICE
2 A9.2 eq.
eq.
2 3/8" 2 3/8" 9 1/8" typ. eq. 1'-0" 1'-0" eq. cl cl
4 3/4"
cl cl
4 A9.2 2 A9.2
104
111
2 A9.2
9 A9.2
4 A9.2
111
110
3 A9.2
cl
cl
cl cl cl
9 A9.2
4 3/4"
107
106
105
3 A9.2
9 1/4"
SIM.
2 A9.1
3.50
align with outside edge of finished wall
9 A9.2
3 A9.9
4 A9.9
204
4 A9.2
3 1/8"
8 3/8"
1024 harding ave. no. 202 venice, california 90291 310.663.6692
E A4.3
1 A9.6
finished floor of studio 133.50
Lot 05
D A4.2
F A4.3
RECESSED WATER HEATER SEE APPLIANCE SCHEDULE sim.
7 A9.3
8 A9.2
8 A9.2
5 A9.7
HOSE BIB
finished grade (per civil) 120.25
8 1/8"
top of existing slab at yoga room 121.35
HOSE BIB
HOSE BIB
8 A9.2
finished floor 121.00 slab (n) 120.75 finished grade (per civil) 120.25
WEST ELEVATION EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
scale 1/4"= 1'-0"
C-30765
REN. 04.30.13
C A4.2
D A4.2
OF C
A LI F O
RN
Project Name
E A4.3
1 A9.2
C A4.2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
1 A9.3
6 A9.2
F A4.3
METALBESTOS FLUES AND SPARK ARRESTORS UL-103 HT INSTALL PER MANUFACTURER'S RECOMMENDATIONS
IA
A ST
TE
top of opening 7'-0" above finished floor SEE ROOF PLAN FOR ROOF SPEC EMERGENCY EGRESS FROM BEDROOM CLEAR WIDTH 24", CLEAR HEIGHT 4'-0" FOR A NET AREA OF 8 S.F.
SKYLIGHT
ridgeline at living room top of plywood 136.71 (15'-8 1/2" above f.f.)
top plate at living room 131.48 (10'-5 13/16" above f.f.)
4 A9.2
2 A9.2
SIM.
9 A9.2
9 A9.2
118
typ. 4 A9.2
generator
1'-5 1/2"
top of slab (e) 120.75 finished grade 119.32
EAST ELEVATION
9 A9.2
eq. 2 3/8"
eq. 2 3/8" cl cl
septic pump
3'-6"
1'-8 1/8"
117
117
8'-0"
116
HOSE BIB
118
2'-6"
4 A9.2
2 A9.2
HOSE BIB
9 1/8" typ. 102
cl
cl
A/C
9 1/8" typ.
3'-0" 8 A9.2
8 A9.2
gas meter with earthquake valve
plan check corrections
06.28.11
progress set
STONE
exterior elevations finished floor of guest bedrooms 124.41 finished floor 121.00 top of existing slab 120.75 finished grade 120.25
cl
A/C
06.21.10
Sheet Title
3
119
permit set submittal
4 A9.2
102
10'-6 4"
4 A9.2
10.20.09
finished floor of studio 133.50
2 A9.2
10'-5 13/16"
15'-8 1/2"
2 A9.1
Description
206
2 A9.2
125
finished floor 121.00
4 A9.2
1 A9.6
4 A9.1
201 205
Issued
201
1'-0 1/2"
3 A9.9
3 A9.1
8 A9.2
7 A9.3
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin
sim. Sheet
4" DIA. SMOOTH METAL DRYER VENT DUCT WITH BACKDRAFT
scale 1/4"= 1'-0" (2) 2" DIAMETER AIR EXHAUSTS FOR THE FAU'S (1) 3" DIAMETER EXHAUSTS FOR THE BOILER INSTALLED PER PLUMBING AND MECHANICAL CODES (2) 2" DIAMETER AIR INTAKES FOR THE FAU'S (1) 3" DIAMETER INTAKE FOR THE BOILER INSTALLED PER PLUMBING AND MECHANICAL CODES
A5.2
Lot 05
C A4.2 eq. slope gutter 1/32" per ft. 1 A9.2
6 A9.2
7 A9.7
align with center of post
eq. slope gutter 1/32" per ft.
slope gutter 1/32" per ft.
verify gutter slope in field
chimney riser for future use
6 A9.7
1024 harding ave. no. 202 venice, california 90291 310.663.6692
1 A9.3
top of opening 7'-0" above finished floor 3 A9.1
206
2 A9.2
5 A9.7
center of post and vertical fascia board
201
1 A9.6
4 A9.1
201
center of post, beam and vertical fascia board 5 A9.3
3 A9.3
4 A9.2
eq.
4 A9.2
finished floor of driveway 131.50
4 A9.2
102
2 A9.2
124
septic pump generator
A/C
A/C
typ.
eq. 2 3/8"
eq. 2 3/8"
HOSE BIB
ALIGN
5'-4 1/2"
cl cl
1'-0 1/2"
4 A9.2
9 A9.2
1'-3 1/2"
119
2 A9.2
1'-3 1/2"
5'-6 3/8" from face of stucco
102
cl cl
cl 9 1/8" typ.
finished floor of studio 133.50
finished floor of guest suite 124.41 finished floor 121.00 top of existing slab 120.75 finished grade 120.25
9 1/8" typ.
8 A9.2
5 A9.7
7 A9.3 sim.
EAST ELEVATION EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
scale 1/4"= 1'-0"
C-30765
REN. 04.30.13
exisitng pine tree
4'-6"
11"
6'-0"
I
Issued
132
1'-2" typ.
possible pedestrian gate location
132.26
8 3/4"
133.00
RN
.92'
+ 6'-0"
133.92
1'-4"
135.25
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
137.92 136.58
OF C
Project Name
17'-1"
5'-4 1/4"
IA
A ST
TE
131
finished surface 131.83 66% open above the bottom panel
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
130 129 128 127 126
front fence elevation from outside of property
1/4"=1'-0"
2
Sheet Title
exterior elevations
Drawing File Scale
132
Drawn By
131
129 128
1/4"=1'-0" krb
Job martin and costin Sheet
2'-6"
130
1'-9"
finished surface 131.83
127 126
front fence elevation from inside of property
1/2"=1'-0"
1
A5.3
Lot 05 wood grill on outside of window
4"
5"
4"
4"
4 1/8"
5"
H
skylight
5"
21 LIGHT SLIDING
SIZE VARIES
3'-6 3/4"
8"
SCREENED
EXTERIOR CASING
CSMT ADJR
FASTENER
low e, multipane windows with min. one pane tempered
STN.
WD-A
STN.
12/A6.2 11/A6.2 10/A6.2
NO
104
D
11'-9 1/4"
2'-8"
8'-2 11/16"
WD-A
STN.
WD-A
STN.
3/A6.2
2/A6.2
1/A6.2
NO
105
B
3'-3/4"
5'-3/4"
8'-3/8"
WD-A
STN.
WD-A
STN.
3/A6.3
2/A6.3
1/A6.3
NO
106
B
3'-3/4"
5'-3/4"
8'-3/8"
WD-A
STN.
WD-A
STN.
3/A6.3
2/A6.3
1/A6.3
NO
5/A6.4
4/A6.4
BOLTS
WD-A
HINGES
8'-3/8"
SECURITY
FINISH
5'-3/4"
SILL
MATERIAL
2'-3/4"
HEAD
FINISH
C
JAMB
MATERIAL
HEIGHT A.F.F.
103
HEIGHT
NO
107
L
7'-4 3/4"
8'- 3/4"
8'-3/8"
WD-A
STN.
WD-A
STN.
4 /A7.4 12/A7.4
108
E
9'-1 3/8"
6'-3 11/16"
8'-2 11/16
WD-A
STN.
WD-A
STN.
4/A6.4
109
F
3'-2 3/4"
6'-1 3/4"
8'-3/8"
WD-A
STN.
WD-A
STN.
4/A6.4
110
B
2'-6 3/4"
4'-6 3/4"
8'-3/8"
WD-A
STN.
WD-A
STN.
111
H
9'-5 3/8"
4'-8 11/16"
8'-2 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
112
T
5'-10 9/16" 1'-9 15/16"
-
WD-A
STN.
WD-A
STN.
9/A6.4
8/A6.4
7/A6.4
tempered
NO
VERIFY SIZE IN THE FIELD
113
T
6'-1111/16" 1'-9 15/16"
-
WD-A
STN.
WD-A
STN.
9/A6.4
8/A6.4
7/A6.4
tempered
NO
VERIFY SIZE IN THE FIELD
114
T
9'-11 9/16"
3'-6 3/8"
-
WD-A
STN.
WD-A
STN.
12/A6.4 11/A6.4 10/A6.4
tempered
NO
VERIFY SIZE IN THE FIELD
115
T
9'-11 9/16"
3'-6 3/8"
-
WD-A
STN.
WD-A
STN.
12/A6.4 11/A6.4 10/A6.4
tempered
NO
VERIFY SIZE IN THE FIELD
116
E
7'-5 3/8"
5'-2 11/16"
8'-2 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
YES
117
E
8'- 3/8"
4'-8 11/16"
8'-2 11/16"
WD-A
STN.
WD-A
STN.
1/A6.5
4/A6.5
4/A6.5
YES
118
K
3'-11 3/8"
4'-8 11/16"
8'-2 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
119
E
7'-5 3/8"
5'-2 11/16"
7'-8 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
NO
120
O
4'-9 3/8"
5'-2 11/16"
7'-8 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
YES
121
A
3'-0"
3'-0"
7'-6 3/8"
WD-A
STN.
WD-A
STN.
6/A6.4
-
-
tempered
NO
122
O
4'-9 3/8"
5'-2 11/16"
7'-8 11/16"
WD-A
STN.
WD-A
STN.
8/A6.3
7/A6.3
6/A6.3
tempered
YES
123
O
4'-9 3/8"
5'-2 11/16" 7'-8 11/16"
WD-A
STN.
WD-A
STN.
3/A6.4
2/A6.4
1/A6.4
NO
124
not used
125
G
---
---
---
NO
126
G
127
G
4'-0"
NO
box
tempered
YES
box
tempered
NO
11/A6.3 10/A6.3 9/A6.3
-
5'-1"
tempered
YES YES
tempered
YES
skylight verify manufacturer with owner/architect
tempered
WD-A
STN.
6/A6.2
5/A6.2
4/A6.2
WD-A
STN.
WD-A
STN.
---
7/A6.2
7/A6.2
NO
7'-3/8"
WD-A
STN.
WD-A
STN.
3/A6.3
2/A6.3
1/A6.3
NO
4'-3/4"
7'-3/8"
WD-A
STN.
WD-A
STN.
3/A6.3
2/A6.3
1/A6.3
3'-3/4"
5'-3/4"
7'-3/8"
WD-A
STN.
WD-A
STN.
12/A6.2 11/A6.2 10/A6.2
NO
3'-3/4"
5'-3/4"
7'-3/8"
WD-A
STN.
WD-A
STN.
12/A6.2 11/A6.2 10/A6.2
NO
WD-A
STN.
WD-A
STN.
WD-A
STN.
7'-3/8"
4'-3/4"
3'-2"
F
206
F
207
E
R
3'-3/4"
202
P
3'-8"
3'-6 3/4"
203
S
3'-2"
204
S
205
201
7'-3/8"
1'-8 3/4"
EN
8'-3 5/16" 5'-2 11/16"
7'-2 11/16"
4/A6.3 2/A6.2
1/A6.2
tempered
AR CH SED IT
KIRK! BLASCHKE
NO
E
C-30765
REN. 04.30.13
TE
NO
OF C
A LI F O
RN
Project Name
NO
7'-0"
1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS ANDGLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE. (FIRE CODE 4715.2.2) *windows drawn from inside view 5"
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
05.26.11
revisions
06.28.11
progress set
5"
6"
7 LIGHT HOPPER
5'-10 9/16" WINDOW 112
3 7/16"
1 7/8" frame
WINDOW 114
6'-11 13/16"
15/ 16"
9 A6.4
4 3/4"
" 5/8
6'-0
Sheet Title
8 A6.4
7 1/2"
3'-6 3/8"
3'-6 3/8"
6'-11 11/16"
1'-9 15/16"
5"
7'-2
9'-11 9/16" 1 7/8" frame
9'-11 9/16"
7"
7 LIGHT TILT & TURN IN-SWING CASEMENT
3 3/16" frame
updated window sizes 01-07-13
1'-9 15/16"
P
3 3/16" frame
10 LIGHT SLIDING
4'-3/4" 5"
S
12/A6.2 11/A6.2 10/A6.2
NOTES:
8"
7 1/2" 1'-8 3/4"
R
STN.
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
WINDOW 113
Q
WD-A
C
7/8" 7/8" 4" 4"
12 LIGHT WITH WOOD PANEL FIXED
3'-2"
3 LIGHT HOPPER
STN.
3'-8" 5"
5"
NOT USED
SECOND FLOOR
4 1/2" 2 1/8"
1'-2 3/8"
eq.
5"
4 1/8"
eq.
WINDOW 115
3'-3/4"
WD-A
8 A6.4
7"
4"
8'-3/8"
see plan for direction of travel of window
4 1/8"
5"
0
NOT USED
4"
4"
4 1/8"
7'-6"
N
NOT USED
5'-3/4"
ROUND WINDOW
4 1/2"
wood panels
L
6 LIGHT SLIDING
EQ.
eq.
4 1/2" eq.
4 1/8"
5"
eq.
eq.
4 1/2"
5"
K
eq.
eq.
EQ.
M
eq.
4 1/8"
4 1/8"
8'-0"
5'-0 3/4"
J
NOT USED
3'-3/4"
NO
CT
I
NOT USED
F
-
A ST
3'-0 3/4"
102
-
5/A6.3
LI
confirm with schotten fenster that this is correct to align with sliding doors
4"
STN.
1 7/8" frame
G
7 LIGHT FIXED
WD-A
1'-11 5/16"
F
18 LIGHT SLIDING
STN.
1'-11 5/16"
5"
5" 5"
4 1/8" eq.
4"
4 1/8"
8'-0"
varies 5"
E
5"
WD-A
WOOD-A: verify with owner
IA
varies
5" 4 1/8" 4 1/8"
5"
8'-3/8"
WIDTH
8'-0"
EQ.
4 1/8"
1'-5"
4 1/8" eq.
5"
EQ.
4 1/8" eq.
4"
varies
D
35 LIGHT SLIDING
4 1/8" 4 1/8" 4 1/8" 4 1/8"
see plan for direction of travel of window
f.f.
C
3'-0"
1 7/8" frame
B
4 LIGHT FIXED
GROUND FLOOR
A
FIXED ROUND
7 LIGHT TILT & TURN IN-SWING CASEMENT
3'-0"
NO. TYPE
f.f.
REMARKS
A
11'-9 3/4"
5" 5"
HARDWARE
101
5"
1 5/16"
5"
5"
GLAZING
all details on A6.2, A6.3, A6.4 and A6.5 u.o.n.
5"
2'-8" 5"
5"
outside
8'-0"
inside
5"
3'-0"
DETAIL
4"
3'-0"
6"9"6" 9"6"
8'-0"
varies
cl
cl cl
cl
4"
FRAME
tempered glass both panes
WINDOW
1024 harding ave. no. 202 venice, california 90291 310.663.6692
window schedule
5'-10 9/16" 7 A6.4
7 A6.4
Drawing File Scale
WINDOW 113
n.a.
WINDOW 112 Drawn By
krb
Job martin and costin Sheet
T
1 LIGHT FIXED
SWING VARIES
A6.1
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
stucco
8"
3.00
copper drip flashing
2 1/8"
rough opening
7'- 7/8" off finished floor
1/2"
7/8" TILE MORTAR 3/8" TILE
7/8" each side
3'-3/4" width of window for window 201
window 201 jamb hopper in-swing window
casing beyond vertical grill members in background
1 1/2" 2"
interior
3"=1'-0"
11
5"
window 102,103, 205 and 206 head fixed window
5 1/8"
plastic shim
interior
7/8"
c l of window muntin
1/4"
5/8 densglass
3"=1'-0"
5
KIRK! BLASCHKE
TE
"l" bracket to support route into casing so it is free of the head of the lift and slide
E
OF C
A LI F O
RN
Project Name
caulking in joint
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
expandable foam
interior
window 201 head hopper in-swing window
AR CH SED IT
C-30765
8'-2 11/16" off finished floor for window 104 7'-2 11/16" off second floor finished floor for window 207
exterior
EN
REN. 04.30.13
top of window frame
14mm
horizontal grill member typ.
7/8"
7/8"
14mm
WINDOWS RATHER THAN TYPICAL FIXED WINDOWS
3/8"
7/8"
1/2" 3/8"
1/4"
1/2"
NOTE: WINDOW 206 STILES MATCH STILES OF LIFT AND SLIDE
caulking in joint backer rod and permathane caulking expandable foam
7'-3/8" off finished floor for window 201
exterior
port orford wood to be stained
8'-3 3/16" off finished floor for window 104 7'-3 3/16" off second floor finished floor for window 207
height of top of window frame above finished floor
8'-3/8" off finished floor for window 102 and 103 7'-3/8" off of second floor finished floor for windows 205 and 206
caulking
top of rough opening
A ST
1/2" expandable foam
copper weep screed
5/8 densglass
5"
protecto wrap bituthene flashing protecto wrap bituthene flashing
8 3/8
1/4"
4 1/2"
stucco
shim wall as required
window to be attached with metal strap
7'-1 1/4" off finished floor for window 201
3
plywood per structural drawings
copper weep screed caulking port orford wood to be stained
7 7/8"
3"=1'-0"
metal lath over two layers of tyvek water proof membrane interior 5/8" drywall
protecto wrap bituthene flashing
7/8" tile mortar
bottom of rough opening above finished floor
window 104 jamb lift and slide window
CT
5 1/2"
5/8 densglass
6
protecto wrap bituthene flashing
3/8" tile
port orford wood to be stained
interior
1/4" interior
metal lath over two layers of tyvek waterproof membrane
plywood per structural drawings
caulking
1/2"
3"=1'-0"
stucco
plywood per structural drawings
window height above finished floor
rough opening of window
width of window
11'-9 1/4" width of window
11'-10 1/4" width of window
3'-2 1/2" width of rough opening for window 201
1'-0 5/8"
copper weep screed
8'-7/8" off finished floor for window 102 and 103 7'-7/8" off of second floor finished floor for windows 205 and 206
1/2" each side
interior
protecto wrap bituthene flashing
rough opening above finished floor
shim interior wall as required
width of rough opening
stucco
7 1/4"
2 7/16"
width of window
IA
12
protecto wrap bituthene flashing
expandable foam need 7/8" for opening plus 3/8" rabbet all four sides
C
2 1/2"
metal lath over two layers of tyvek water proof membrane
interior 5/8" drywall
7/8"
LI
3"=1'-0"
plywood per structural drawings copper stucco screed
1/2"
window 102,103, 205 and 206 jamb fixed window
4"
1'-3 1/4"
WINDOWS RATHER THAN TYPICAL FIXED WINDOWS
interior
copper stucco screed
4"
2"
7'- 3/8" off finished floor
protecto wrap bituthene flashing protecto wrap bituthene flashing
4"
port orford to be stained
window opening
NOTE: WINDOW 206 STILES MATCH STILES OF LIFT AND SLIDE
protecto wrap bituthene flashing protecto wrap bituthene flashing
5 1/2"
2'-3/4" width of window for window 103
2 1/2"
expandable foam
5 1/2"
3'-1 3/4" width of rough opening for windows 102, 205 and 206 2'-1 3/4" width of rough opening for window 103
1/4"
3'-3/4" width of window for windows 102 , 205 and 206
width of rough opening
3/8"
width of window 2 1/2"
1/2" each side
1/4"
1" 1/2" 1/2"
stucco
7/8"
1/4"
interior 5/8" drywall
3 3/4"
1/2"
interior
windows to use metal straps for installation
caulking in joint
2 11/16"
plywood per structural drawings
1/2"
expandable foam
3/8"
3/8"
R-25 INSULATION
1/2"
plywood per structural drawings
7 1/4"
copper stucco screed
stucco
roof underlayment 2X6 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
4"
protecto wrap bituthene flashing
5 1/2"
backer rod and permathane caulking
5 1/2"
metal lath over two layers of tyvek water proof membrane
caulking in joint
3/8"
7/8"
metal lath over two layers of tyvek water proof membrane
backer rod and permathane caulking
1/8"
interior 5/8" drywall
3/8" protecto wrap bituthene flashing
top of wainscoating below
1/2"
12
top of wainscoating below
1/4"
5 1/2"
1/8"
stucco
caulking in joint windows to use metal straps 3/8" for installation
5/8" densglass
5/8" densglass copper weep screed copper standing seam metal roof verify with owner/architec type of standing seam
backer rod and permathane caulking
exterior
exterior
7 7/8"
1/4"
metal lath over two layers of tyvek water proof membrane
metal lath over two layers of tyvek water proof membrane
exterior
port orford wood to be stained top of wainscoating below
port orford wood to be stained
port orford wood to be stained
8 3/8"
5/8" densglass
exterior
window 104, 207 head lift and slide window
3"=1'-0"
2
Issued
Description
4"
3/4"
5'-2 3/4" off finished floor for window 201
ship lapped horizontal siding
NOTE: WINDOW 206 STILES MATCH STILES OF LIFT
AND SLIDE WINDOWS RATHER THAN TYPICAL FIXED WINDOWS
window 102, 103, 205 and 206 sill fixed window
3"=1'-0"
batt beyond
2"
1/8" densglass
3/8" tile 7/8" tile mortar
two layers of tyvek water proof membrane
10 window 202 head and sill tilt in-swing window
3"=1'-0"
7
5/8"
Drawing File Scale
3"=1'-0"
Drawn By
8 3/8"
as noted krb
Job martin and costin Sheet
thicken wall as required
1/8" two layers of tyvek waterproof membrane densglass batt beyond
window 201 sill hopper in-swing window
1/4"
2"
5'-2 11/16" above floor finished floor for window 104 1'-10" above second floor finished floor for window 207
interior 5/8" drywall
two layers of tyvek water proof membrane densglass batt beyond
window details
bottom of rough opening
7 7/8"
ship lapped horizontal siding 1/8"
Sheet Title
1/2"
3/4"
protecto wrap bituthene flashing
7 1/4"
exterior
copper pan
protecto wrap bituthene flashing 3 3/8" 1 1/4"
3/8"
permathane chaulking
ship lapped horizontal siding
bottom of rough opening above finished floor
progress set
wood sill
copper pan
slope 1/2" per foot
interior 5/8" drywall
06.28.11
7/8"
14mm
1 1/4" 3/4"
OUTSIDE
5'-4 11/16" above first floor finished floor for window 104 2'-0" above second floor finished floor for window 207
5'-3 5/8" off finished floor for window 201
densglass
plan check corrections
top of sill
exterior
height of bottom of window frame above finished floor
1/2"
3/4"
bottom of rough opening above finished floor
68mm
interior protecto wrap bituthene flashing
1'-6"
3 3/8" 1 1/4"
permathane chaulking
1/4"
1/2"
copper pan
3/8"
1/2"
2'-11 1/8" off finished floor for window 102 and 103 1'-11 1/8" off of second floor finished floor for windows 205 and 206
1/4" 3 3/8"
3'-5 1/8" rough opening off finished floor
06.21.10
interior
plastic shims
permathane chaulking plastic shims
2'-11 5/8" off finished floor for windows 102 and 103 1'-11 5/8" off of second floor finished floor for windows 205 and206
permathane caulking
1/2" 1 1/2"
height of bottom of window frame above finished floor
3/8"
2 1/2" rough opening
exterior
1/4" 1/2"
7/8"
14mm interior
1/2"
14mm
permathane chaulking
3'-5 5/8" off finished floor
permit set submittal
1 1/4"
copper pan
7/8"
window opening
10.20.09
7/8"
permathane chaulking
two layers of tyvek waterproof membrane interior 5/8" drywall
4
protectowrap bituthene flashing
window 104, 207 sill lift and slide window
3"=1'-0"
1
A6.2
Lot 05
5/8" densglass
4" copper
stucco
1/4"
3/8" 1/8"
3/8"
protecto wrap bituthene flashing
expandable foam
14mm
4"
copper stucco screed plywood per structural drawings
1/2"
protecto wrap bituthene flashing
7/8"
3/8" protecto wrap bituthene flashing
4"
protecto wrap bituthene flashing
7 1/4"
1/2" plywood per structural drawings
protecto wrap bituthene flashing
7/8"
8 3/8"
1/8"
protecto wrap bituthene flashing
caulking in joint windows to use metal straps 3/8" for installation
5 1/2"
7/8"
7/8" 6 5/8" stud
1/2"
plywood per structural drawings
3/8"
8 3/8"
copper stucco screed
stud
6 5/8"
protecto wrap bituthene flashing
5/8"
backer rod and permathane caulking
stucco
windows to use metal straps for installation
screen where occurs see schedule
1"
4"
metal lath over two layers of tyvek water proof membrane
caulking in joint
5 1/2"
expandable foam protecto wrap bituthene flashing
backer rod and permathane caulking
1/8"
metal lath over two layers of tyvek water proof membrane
5/8" densglass
copper stucco screed
wood grill, see PDF of shop drawing corrections for dims.
expandable foam
copper stucco screed
plywood per structural drawings
1/2"
windows to use metal straps for installation
caulking in joint
1/4"
metal lath over two layers of tyvek water proof membrane
backer rod and permathane caulking
7 1/4"
5 1/2"
exterior
port orford wood to be stained top of wainscoating below
1/4"
stucco
caulking in joint
exterior
port orford wood to be stained
1/4"
stucco
backer rod and permathane caulking
5 1/2"
top of wainscoating below
top of wainscoating below
1/4"
metal lath over two layers of tyvek water proof membrane
5/8" densglass
exterior
5/8" densglass
1/4"
top of wainscoating below
port orford wood to be stained
exterior
port orford wood to be stained
1024 harding ave. no. 202 venice, california 90291 310.663.6692
14mm expandable foam interior
interior interior 5/8" drywall
interior 5/8" drywall
interior 5/8" drywall
1/4"
1 1/8" each side
5/8" each side
width of window
2'-6 3/4" width of window for window 110
rough opening of window 9'-6 5/8" 7'-6 5/8" 4'- 5/8" 4'-10 5/8"
width of rough opening
2'-9" width of rough opening for window 110
1/4"
for window 111 for windows 116, 119 for window 118 for windows 120, 122
1/4"
1/2" each side
width of window 9'-5 3/8" for window 111 7'-5 3/8" for windows 116, 119 3'-11 3/8" for window 118 4'-9 3/8" for windows 120, 122
1/2" each side
width of window
1/4"
width of window
3'-0" width of window for window 101
3'-3/4" width of window for windows 105 and 106
width of rough opening 3'-1 3/4" width of rough opening for windows 105 and 106 3'-3" width of rough opening for windows 203 and 204
width of rough opening
3'-1" width of rough opening for windows 101
3'-2" width of window for windows 203 and 204
interior interior
7/8"
1"
5 1/2"
"l" bracket to support route into casing so it is free of the head of the lift and slide
top of window frame
caulking in joint
8'-2 11/16" for windows 111, 116, 118
expandable foam
8'- 3 1/4" width of window for window 207
wndw 111, 116, 118, 119, 120, 122 head lift & slide wndw
3"=1'-0"
7
7/8" 7/8"
7/8" bottom of rough opening
1/8"
3'-4 1/8" above finished floor for windows 111, 118 2'-10 1/8" above finished floor for window 116 2'-4 1/8" above finished floor for windows 119, 120, 122
two layers of tyvek water proof membrane interior 5/8" drywall batt beyond
interior 5/8" drywall
9
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
protecto wrap bituthene flashing
bottom of rough opening above finished floor 2'-11 1/8" off finished floor for windows 105, 106, 203 and 204
drip 6 5/8"
two layers of tyvek waterproof membrane
Sheet Title
window details
3/4"
1/4"
1/2"
permathane chaulking
7 1/4"
densglass Drawing File
width of rough opening
8 3/8" 6 5/8" stud
1/2"
copper pan
5 1/2"
8 3/8"
protectowrap bituthene flashing
3"=1'-0"
1/2" each side
5/8" 1/2"
blocking as required
4"
ship lapped horizontal siding
1 1/4"
stud
5/8" densglass
2'-11 5/8" off finished floor for windows 105, 106, 203 and 204
3 3/8" 1 1/4"
7/8"
backer rod and permathane caulking
height of bottom of window frame above finished floor
interior 5/8" drywall
1/4"
1 7/8"
densglass
window 110 jamb casement tilt & turn in-swing window
2
permathane chaulking plastic shims
8'- 3 1/4" width of window for window 207
caulking in joint
permathane caluking
copper pan
drip
6 5/8"
3"=1'-0"
exterior
width of window
expandable foam
wood sill
bottom of rough opening above finished floor 3'-4 1/2" off finished floor for window 110
protecto wrap bituthene flashing
3'-6" above finished floor for windows 111, 118 3'-0" above finished floor for window 116 2'-6" above finished floor for windows 119, 120, 122
interior
14mm
3/8"
1/2"
screen where occurs see schedule
top of sill
3/4"
1/4"
1 1/8"
3'-5 5/8" off finished floor for window 110 copper pan
Project Name
exterior
interior
permathane caulking
5/8"
height of bottom of window frame above finished floor
RN
68mm
exterior
1" thick screen, verify location with bruce permathane chaulking plastic shims
A LI F O
exterior
exterior
1"
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
wndw 105, 106, 203 and 204 head in-swing wndw
3/8"
7/8"
interior
14mm
10
interior interior
TE
window height above finished floor
7/8"
3"=1'-0"
C-30765
8'-3/8" off finished floor for 105 and 106 7'-3/8" off finished floor for 203 and 204
exterior
E
REN. 04.30.13
caulking in joint backer rod and permathane caulking expandable foam
14mm
interior
AR CH SED IT
KIRK! BLASCHKE
width of window
window 207
window 110 jamb casement tilt & turn in-swing window
5/8 densglass
screen where occurs see schedule
exterior
EN
IA
8'-7/8" off finished floor for window 105 and 106 7'-7/8" off finished floor for 203 and 204
7'-8 11/16" for windows 119, 120, 122 1" thick screen, verify location with bruce
interior
window 205 see 12/A6.2 for details
rough opening above finished floor
1/4"
5/8"
5 1/2"
1/4"
3/8"
5/8" 3/8"
1 1/8"
caulking in joint backer rod and permathane caulking expandable foam
port orford wood to be stained
7 1/4"
7'-9 5/16" for windows 119, 120, 122 5/8 densglass
copper weep screed caulking
14mm
port orford wood to be stained
8 3/8
stucco
plywood per structural drawings
A ST
8'-3/8" off finished floor for 110
8'-3 5/16" for windows 111, 116, 118
protecto wrap bituthene flashing
8'- 4 1/4" width of rough opening for window 207
CT
5/8" densglass
window height above finished floor
7 1/4"
protecto wrap bituthene flashing
top of rough opening
1/2"
width of rough opening
metal lath over two layers of tyvek water proof membrane
caulking
rough opening above finished floor 8' - 1 1/2" off finished floor for window 110
protecto wrap bituthene flashing interior 5/8" drywall
1/2"
8 3/8"
metal lath over two layers of tyvek water proof membrane
port orford wood to be stained
stucco
protecto wrap bituthene flashing
blocking as required
biscuit joint
5/8 densglass
copper weep screed
port orford wood to be stained
3
C
copper weep screed caulking
3"=1'-0"
LI
structural header
wndw 105, 106, 203 and 204 jamb in-swing
5 1/2"
studs in wall below
5 1/2"
stucco
plywood per structural drawings
6 5/8"
5
1/2" 3/8"
interior 5/8" drywall
3"=1'-0"
10 3/4"
top of wainscoating below
1/2" plywood per structural drawings
protecto wrap bituthene flashing
structural header
window 101 jamb fixed window
1/2" each side
5 1/2"
8
8 1/2"
protecto wrap bituthene flashing
3"=1'-0"
1/4"
6 5/8"
1/4"
windows 111, 116, 118, 119, 120, 122 jamb lift & slide window
2 7/8"
11
metal lath over two layers of tyvek water proof membrane
studs in wall below
interior 5/8" drywall
3"=1'-0"
1 1/2"
window 110 jamb casement tilt & turn in-swing window
Scale
ship lapped horizontal siding
8'- 4 1/4" width of rough opening for window 207
1/8"
Drawn By
two layers of tyvek water proof membrane
copper stucco screed
martin and costin
batt beyond
Sheet
metal lath over two layers of tyvek water proof membrane
1/2" plywood per structural drawings
wndw 111, 116, 118, 119, 120, 122 sill lift & slide wndw
3"=1'-0"
JM
Job
interior 5/8" drywall
protecto wrap bituthene flashing
as noted
6 wndw 207 jamb and corner detail lift and slide window
3"=1'-0"
4
wndw 105 106, 203 and 204 sill in-swing window
3"=1'-0"
1
A6.3
exterior
5 1/2" typ. exterior
3/8" caulking in joint
2'-11 1/4"
blocking as needed
stucco
1/8"
port orford wood to be stained
5 1/2"
1"
1 7/8"
3/8"
protecto wrap bituthene flashing
1 1/8" width of window
5' - 10 9/16" for window 112
9' - 11 9/16" for window 114 verify
protecto wrap bituthene flashing
9 7/16"
copper weep screed caulking
interior 5/8" drywall 5 1/2"
5/8" top of door frame
5 1/2"
1'-1 13/16" 1/4"
1/4"
8'-3 5/16" for door 112
schotten fenster to route channel for screen by owner
8'-2 11/16" for door 112
expandable foam eq.
1/4"
5 1/2"
interior
1 1/2"
w8x21
3/16"
8 window 107 head fixed window
3"=1'-0"
protecto wrap bituthene flashing
drip
interior
trellis placement t.b.d.
casing beyond
bottom of window
2
exterior (hallway side)
1/2"
wood sill
top of sill 2'-6" for window 123
1/2" copper flashing
3/8"
9 7/8"
bottom of rough opening
5/8 densglass
1 7/8" below finished floor
"l" bracket to support route into casing so it is free of the head of the lift and slide
expandable foam
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
wood sill Sheet Title
window details
protecto wrap bituthene flashing stucco caulking port orford wood to be stained
Issued
casing beyond
1 7/8"
bottom of window to be 3/8" below finished floor
3"=1'-0"
rocks set on mortar
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
port orford wood to be stained
bottom of rough opening 2'-4 3/4" for window 123
Drawing File
6 5/8" stud Scale
5/8" interior drywall Drawn By
JRM
Job
1/2" plywood per structural drawings
martin and costin Sheet
5/8" interior drywall
finished grade
as noted
8 3/4"
1 1/4"
1 1/4"
windows 114 & 115 sill fixed
window/ head of door 116
3"=1'-0"
10 windows 112 & 113 sill fixed
RN
exterior
reclaimed wood densglass
interior (bedroom side)
to align with top of bottom rail of adjacent doors
permathane caulking
8.28"x 5.27"
eq.
A LI F O
exterior (hallway side)
5 window 123 head fixed window
wood panel - see window schedule for dimensions
caulking in joint eq. 7/8" cl
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
interior (bedroom side)
exterior
exterior
3 3/8" 1 1/4"
1 1/2"
interior 5/8" drywall
top of door frame
caulking in joint eq. 7/8" cl
5/8"
9'-2 1/16" off finished floor for windows 112 & 113
5/8 densglass
3/16"
top of window frame 7'-8 11/16" for window 123
to align with bottom of top rail of adjacent doors
copper weep screed
top of rough opening
"l" bracket to support route into casing so it is free of the head of the lift and slide
TE
8 3/8"
varies
protecto wrap bituthene flashing stucco caulking
3"=1'-0"
5 1/2"
copper weep screed
port orford wood to be stained
8'-3 5/16" typical for sliding doors
1 7/8"
bottom of rough opening above finished floor
E
C-30765
port orford wood to be stained
caulking in joint backer rod and permathane caulking expandable foam
verify with schotten fenster - 4 7/16" ?
metal lath over two layers of tyvek water proof membrane protecto wrap bituthene flashing
1/4"
top of rough opening
1 1/8"
3 3/8" 13.89"x 9.995"
1/2"
copper pan
5/8"
1'-9 11/16"
w14x61
cove lighting t.b.d.
schotten fenster to route channel for screen by owner
9'-3 11/16" off finished floor for windows 112 & 113
KIRK! BLASCHKE
Project Name
permathane caulking plastic shims
1 7/8"
height of bottom of window frame above finished floor
protecto wrap bituthene flashing
8'-2 11/16" typical for sliding doors
windows 112 & 113 head fixed window
3/8"
drip densglass
AR CH SED IT
exterior
interior
trellis - placement t.b.d.
interior 5/8" drywall
interior
1 1/2"
1/4"
1 1/8"
9'-8 3/16" off finished floor for windows 114 & 115
caulking in joint backer rod and permathane caulking expandable foam
4" 1 1/8"
protecto wrap bituthene flashing
metal lath over two layers of tyvek water proof membrane
bottom of rough opening above finished floor
1/2"
window height above finished floor varies for windows 112 & 113
permathane caulking
1/2"
1 1/4"
copper pan
exterior
1 1/2"
9'-9 5/16" off finished floor for windows 114 & 115
11
permathane caulking plastic shims
3/8"
3 3/16"
interior
3"=1'-0"
window height above finished floor
EN
REN. 04.30.13
8' - 3/8" for window 107
6x8 ceiling joist
1/4"
windows 114 & 115 head fixed window
3/4"
1 1/8"
exterior
1/2"
5/8 densglass
3/8"
1/4"
interior
7'-9 5/16" for window 123
1/4"
caulking in joint backer rod and permathane caulking expandable foam
1/4"
1/4"
3 3/16"
varies for windows 112 & 113
window height above finished floor
height of bottom of window frame above finished floor
5/8 densglass
1/4"
5 1/2"
rough opening above finished floor
varies for windows 112 & 113
8' - 1 1/2" for window 107
port orford wood to be stained
expandable foam
top of rough opening
rough opening above finished floor
copper weep screed caulking
1 1/2" shipped-lapped board
6 5/8" stud
port orford wood to be stained
stucco
structural header
5/8" interior drywall
A ST
1/2" 3/8"
3/4"
5/8 densglass
copper weep screed caulking
protecto wrap bituthene flashing
1 7/16"
5/8"
1 7/16"
1 1/8"
2x10 roof rafter
1/2" plywood per structural drawings
CT
1 1/8"
varies for windows 112 & 113
3
stucco
structural header
protecto wrap bituthene flashing
3/8"
rough opening above finished floor
8 5/16" stud
3"=1'-0"
5/8" interior drywall
protecto wrap bituthene flashing
5 1/2"
metal lath over two layers of tyvek water proof membrane
port orford wood to be stained
10 1/8" stud
protecto wrap bituthene flashing
interior 5/8" drywall
1/2" plywood per structural drawings
6 window 123 jamb fixed window
metal lath over two layers of tyvek water proof membrane
blocking as necessary
stucco
3/8"
3"=1'-0"
plywood per structural drawings
protecto wrap bituthene flashing
interior 5/8" drywall
interior
9 window 121 jamb fixed window
4 1/8"
1 1/2" shipped-lapped board
width of window 4'-9 3/8" for window 123
for window 123
interior
3"=1'-0"
7/8"
3'-2 1/4" width of rough opening for windows 121
metal lath over two layers of tyvek water proof membrane 1/2" plywood per structural drawings
4'-10 5/8"
width of rough opening
1 1/8" each side
varies for window 113, see schedule 6' - 13/16" for window 112
12 windows 112 & 113 jamb fixed window
1/4"
1 1/4"
3"=1'-0"
rough opening of window
1 1/4"
windows 114 & 115 jamb fixed window
5/8" each side
3'-0" width of window for window 121
window rough opening
10' - 1 13/16" for windows 114 & 115
1/2" plywood per structural drawings
3/8"
window rough opening
expandable foam
5 1/2"
9' - 11 9/16" for window 115
6' - 11 11/16" for window 113
3 1/2"
cl
1/4"
width of window
1"
width of window
4 1/2"
width of window
width of window
1/2"1/2"
1/4"
caulking in joint windows to use metal straps for installation expandable foam
1 1/8"
1"
width of window
1/4"
1 1/8"
1 1/8"
3/4" typical spacing
3/8"
1/4"
10x16 ridge beam
1/2"1/2"
3'-0"
interior 5/8" drywall backer rod and permathane caulking
1/4"
interior
1"
cl 1/2" mortise joints 3/4" x 3/4" horizontal grill members typ.
4 1/8"
1/4"
interior
1/2"1/2"
cl
4"
1/4"
1"
3/8"
copper stucco screed plywood per structural drawings
9 1/2"
1/2"1/2"
IA
1 7/8"
blocking as needed
1/2"
3 3/16"
1 7/16"
3 3/16"
6x6 structural post
1 7/16"
1/2"
6x6 t.s. post
3/8"
1/2"
1/2"
3/8"
metal lath over two layers of tyvek water proof membrane
outside edge of grill to center of grill
C
3/8"
5/8" densglass
1'-5 1/2"
LI
expandable foam
casing to casing
port orford wood to be stained
exterior
8 3/8"
top of wainscoating below
1"
backer rod and permathane caulking
1/4"
port orford wood to be stained
1/2"
expandable foam
align vertical grid bar in window with this member
1024 harding ave. no. 202 venice, california 90291 310.663.6692
5/8"
backer rod and permathane caulking
port orford wood to be stained
6 5/8" stud
5/8" densglass
3/4"
caulking in joint
3/8"
3/8"
Lot 05
exterior
5 1/2"
5/8" densglass
1/4"
5 1/2"
window/ head of door 112
3"=1'-0"
7
window 107 sill fixed window
3"=1'-0" 3"=1'-0"
4
window 123 sill fixed window
3"=1'-0"
1
A6.4
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
2'-0"
1'-2 3/4"
3'-0"
2x4 laid flat
---
3"=1'-0"
3
---
3"=1'-0"
2
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
top of window opening above finished floor 8'-0" window 117
C-30765
REN. 04.30.13
exterior
exterior
IA
A ST
TE
OF C
A LI F O
RN
Project Name
4 A6.5
6 5/16"
backer rod and permathane caulking
backer rod and permathane caulking
3/8"
1 1/2" strand board
screen where occurs see schedule
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
2"
2"
7/8"
14mm
6 5/16"
3/8"
caulking in joint
1 1/2" strand board
caulking in joint
expandable foam
expandable foam Issued
Description
10 1/8"
protecto wrap bituthene flashing
densglass
densglass 1/8"
metal lathe over two layers of tyvek waterproof membrane
3/8"
3/8"
3/8"
14mm
2 1/2"
stucco
schotten fenster to route channel
3/8"
top of wainscoating below metal lathe over two layers of tyvek waterproof membrane
1/8"
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
stucco
2 1/2"
top of wainscoating below
protecto wrap bituthene flashing
7/8"
11 1/16"
6stud 5/8"
11 1/16"
1/4"
protecto wrap bituthene flashing copper stucco screed
2 1/2"
1/4"
window details
2 1/2"
copper stucco screed
stud
protecto wrap bituthene flashing
6 5/8"
Sheet Title
Drawing File Scale
1/4" 5/8"
interior
interior
1/4"
rough opening 8' - 1 5/8" window 117 8'-3/8" window 117
window 117 head and sill lift & slide window box
4
Drawn By
rough opening 8' - 1 5/8" window 117 width of window
3"=1'-0"
5/8"
window 117 jamb lift and slide window box
as noted JM
Job martin and costin
width of window
Sheet
8'-3/8" window 117
3"=1'-0"
1
A6.5
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692 plywood sheathing per structural drawings
2 A6.6
2 1/ 4"
9 1/ 4"
5/8" densglass sheathing taped with fire-rated tape
rough opening
9'-1 3/8"
2 3/4" 11 5/8"
exterior stucco
7/8" 8 3/8"
see detail 2/A9.1 for eave dimensions
8 3/8"
3/4"
rough opening ???"width of rough opening
roof eave at regular wall
width of window
9'-1 3/8"
7 1/ 2"
6 5/16"
width of window
2'-0 5/16"
130.32 plate height
window 108
2 3/4"
1 1/ 2"
width of rough opening
rough opening
2x4 laid flat
width of rough opening
top of window opening above finished floor 8'-0" window 108 & 109
2"
2 9/16"
7 1/4"
2 1/4"
10 3/4"
129.00 window opening
2 1/4"
5 1/2"
3 1/2"
14mm
AR CH SED IT
KIRK! BLASCHKE
LI
C
EN
E CT
7/8"
3'-2 3/4"
14mm
width of window
C-30765
REN. 04.30.13
6x6 post beyond
windoow 109
A LI F O
RN
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
width of window
wooden screen, tbd
14mm
7/8"
6'3 11/16" window height
7/8"
14mm
OF C
Project Name
top section in progress
10 3/4" Issued
3'-2 3/4"
screen
1'-0 5/8" window sill
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
1/2"
5 1/2"
5 1/2"
6 5/8" Sheet Title
5/8"
3 3/8" 1 7/8"
rough opening width of rough opening
window details
8 3/8"
2"
5/8" 1 1/4"
top of window opening above finished floor 1'-11" window 108 & 109
5 1/2"
IA
A ST
TE
1'-11 3/16" Drawing File
roof eave at thickened wall
1/8" thick steel angle
Scale Drawn By
as noted JM
Job martin and costin Sheet
master bathroom window box detail - windows 108 & 109
3"=1'-0"
2 master bathroom window box detail - windows 108 & 109
3"=1'-0"
1
A6.6
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
plywood sheathing per structural drawings
plywood sheathing per structural drawings
5/8" densglass sheathing taped with fire-rated tape
2 1/ 4" 1 1/ 2"
1/1
6"
130.32 new plate height
2" 7 1/
7 1/ 2"
2" 1 1/
130.32 plate height
2'-1
4" 2 1/
this dim becomes smaller at this condition because of thickened wall
4" 9 1/
9 1/ 4"
5/8" densglass sheathing taped with fire-rated tape
exterior stucco
exterior stucco
6 5/8" see detail 2/A9.1 for eave dimensions
3/4"
8 3/8"
2x4 laid flat
2x4 laid flat
3 1/2"
3/4"
see detail 2/A9.1 for eave dimensions
3 1/2"
129.00 window opening 129.00 window opening
top of window opening above finished floor 8'-0" window 108 & 109
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
6'-1 3/4" window height
top of window opening above finished floor 8'-0" window 108 & 109
C-30765
REN. 04.30.13
6x6 post beyond
6x6 post beyond
IA
A ST
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265 wooden screen, tbd
wooden screen, tbd
1'-0 5/8" window sill
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
1/4"
1 5/8"
top of window opening above finished floor 1'-11" window 108 & 109
Description
Sheet Title
window details
2"
6 5/8"
2"
5 1/2"
Issued
3 3/8" 1 7/8"
1 7/8" 3 3/8"
5/8" 1 1/4"
top of window opening above finished floor 1'-11" window 108 & 109
14mm
7/8"
screen
6'-1 3/4" window height
6'3 11/16" window height
7/8"
14mm
top section in progress
Drawing File
1/8" thick steel angle 1/8" thick steel angle
Scale Drawn By
as noted JM
Job martin and costin Sheet
master bathroom window box detail - windows 108 & 109
3"=1'-0"
2 master bathroom window box detail - windows 108 & 109
3"=1'-0"
1
A6.7
D
PAIR OF 4 PANEL SLIDING CLOSET DOORS
D2
PAIR OF 4 PANEL SLIDING CLOSET DOORS
1x6 panels 2"
FIXED PANEL
FIXED PANEL
6'-8" 3'-0"
8'-0"
2" 2" 7'-6"
6"
3'-0"
3'-0"
6'-8"
2" 2"
4"
6" 2"
2"
1'-0" 2"
4"
wood louvers with non-corrosive mesh behind
F
4 1/8" sceen where occurs - see plan
F2
2 11/16"
4 1/8"
eq.
4 1/8"
eq.
eq.
4 1/8" 2 11/16"
J
DOUBLE SLIDING DOOR WITH FIXED PANELS ON EACH SIDE.
eq.
sceen where occurs - see plan
4 1/8" 2 1/8"
1'-2"
4 1/8" 2 1/8"
1'-2"
4 1/8" 2 1/8"
1'-2"
I
eq.
4 1/8"
see plan for direction of travel for sliding doors
eq. eq. 7/8" 7/8" 4"
K
DOUBLE SLIDING DOOR WITH ONE FIXED PANEL
wood panels at door 109 glass at door 113
eq. eq. 7/8" 7/8" 4"
THREE SLIDING PANELS WITH FIXED PANELS EACH END
OMIT
ok
4 1/8"
eq.
eq.
1 5/8" 4 1/8"
4 1/8" 2 1/8"
7/8"
1'-2"
eq.
SITE
glass at door 116 see plan for direction of travel for sliding doors
DOUBLE SLIDING DOOR WITH THREE FIXED PANELS
2"
EQ.
2" EQ.
M
7'-0"
1 3/4"
WD-A
STD
WD-A
STD
NO
002
F
2'-8"
7'-0"
1 3/4"
WD-A
STD
WD-A
STD
NO
003
F
3'-0"
7'-0"
1 3/4"
WD-A
STD
WD-A
STD
NO
004
F
3'-0"
7'-0"
1 3/4"
WD-A
STD
WD-A
STD
NO
005
P
25'-8"
7'-8"
VER.
WD-A
STD
WD-A
STD
NO
101
M
4'-0 3/4"
8'-0 3/8"
2 11/16"
WD-A
STD
WD-A
STD
3/A7.5 2/A7.5 1/A7.5
NO
102
B
7'-3"
8'-2 11/16"
1 3/4
WD-A
STD
WD-A
STD
3/A7.2 2/A7.2 1/A7.2
NO
103
F2
3'-0"
8'- 3/8"
1 3/4
WD-A
STD
WD-A
STD
9/A7.2 8/A7.2 5/A7.2
NO
104
I
11'- 7 3/4"
8'-2 11/16"
1 3/4
WD-A
STD
WD-A
STD 3/A7.2 2/A7.2 1/A7.2
NO
2/A7.3 1/A7.3
YES
2/A7.3 1/A7.3
YES
2/A7.3 1/A7.3
YES
2/A7.3 1/A7.3
YES
2/A7.3 1/A7.3
YES
105
J
9'-2 3/16" 8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
106
J
9'-2 3/16" 8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
107
J
10'-4"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
108
J
10'-4"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
109
K
18'-9 1/16"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
110
B
7'-5 3/8"
8'-2 11/16"
WD-A
STD
WD-A
STD 6/A7.3 5/A7.3 4/A7.3
NO
111
E
3'-6"
7'-0"
WD-A
STD
WD-A
STD
NO
112
I
14'-3 3/8"
8'-2 11/16"
WD-A
STD
WD-A
STD
8 3/8" 1 3/4 9 7/8"
113
K
18'-9 1/16"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
114
J
14'- 9"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD
8/A7.3 7/A6.4 7/A7.3 5/A7.4 6/A7.4 3/A7.4 6/A7.4
SELF CLOSING 20 MIN. RATED DOOR
elevator door
YES
2/A7.3 1/A7.3
YES
2/A7.3 1/A7.3
YES NO
116
L
25'-2 3/8"
8'-2 11/16" 1'-1 13/16" WD-A
STD
WD-A
STD 3/A7.4 10/A6.4 1/A7.3
YES
117
I
12'-5 3/8"
8'-2 11/16"
8 3/8"
WD-A
STD
WD-A
STD 6/A7.3 5/A7.3 4/A7.3
NO
118
C
3'-0 3/4"
8'-0 3/8"
2 11/16"
WD-A
STD
WD-A
STD
6/A7.5 5/A7.5 4/A7.5
NO
119
F
2'-6"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
120
F
2'-8"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
121
H
3'-0"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
122
G
2'-8"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
123
F
3'-0"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
124
D
7'-0"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
125
F
2'-8"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
126
F
3'-0"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
127
F
3'-0"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
128
D
4'-6"
7'-6"
1 3/4
WD-A
STD
WD-A
STD
NO
129
F
2'-8"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
130
F
2'-8"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
131
F
2'-8"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
132
O
13'-3 3/4"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
133
N
7'-0"
7'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
134
N
6'-0"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
135
N
6'-0"
7'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
136
F
2'-8"
7'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
137
F
2'-8"
8'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
OMIT
NO
138
NO
139
NO
201
A
3'- 4 1/4"
202
I
11'- 7 3/4"
203
EQ.
2"
4"
N
GLASS FRONT DOOR WITH INTEGRAL WOOD GRILL
eq.
4"
eq.
4"
4"
eq.
eq.
DOUBLE POCKET DOOR
4"
eq.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
SCREEN
EXTERIOR CASING
BOLTS
HINGES
OPERATION
THUMBTURN
DR KNOB/ LEVER
SECURITY
1/4" thick ribbed tempered glass
two layers of 1/8" clr glass low e laminated together. tempered
THRESHOLD
HEAD
JAMB
FINISH
MATERIAL
FINISH
MATERIAL
THICKNESS
WIDTH
DOOR TYPE
3'-0"
7/A7.4 10/A7.4 4/A7.4 7/A7.4 7/A7.4 12/A7.4 7/A7.4 9/A7.4 8/A7.4 9/A7.4
Lot 05
7'- 3/8"
1 3/4
WD-A
STD
WD-A
STD
9/A7.2 8/A7.2 7/A7.2
NO
7'- 2 11/16"
1 3/4
WD-A
STD
WD-A
STD
3/A7.2 2/A7.2 4/A7.2
NO
removed
NO
204
D
4'-2"
7'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
205
F
3'-0"
7'-0"
1 3/4
WD-A
STD
WD-A
STD
NO
301
S
3'-0"
VER.
VER.
VER.
VER.
VER.
VER.
NO
302
U
23'-8"
VER.
VER.
VER.
VER.
VER.
VER.
NO
303
T
20'-10"
VER.
VER.
VER.
VER.
VER.
VER.
NO
NOTES: 1. EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS ANDGLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE. (FIRE CODE 4715.2.2) 2. EXTERIOR DOORS SHALL BE SOLID CORE WOOD HAVING STILES AND RAILS NO LESS THAN 1 3/8" THICK, SEE SCHEDULE ABOVE FOR THICKNESS OF EACH DOOR, WITH INTERIOR PANEL THICKNESS NOT LESS THAN 1 1/4" THICK. (FIRE CODE 4715.2.3) 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING CODE 1008.1.8
EN
AR CH SED IT
KIRK! BLASCHKE
E
C-30765
REN. 04.30.13
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
Sheet Title
door schedule
*doors drawn from inside view
4"
eq. eq.
Scale
2" eq.
Drawn By
1/4"=1'-0" krb
Job martin and costin
1 1/4" 3" 1 1/4" 4 1/2" 4"
2"
O
Drawing File
eq. eq.
eq.
2"
eq.
1 1/4" 2 1/2" 1 1/4" 2 1/2" 1 1/4"
2"
eq.
2"
1 1/4" 2 3/8" 1 1/4" 4 1/2" 4"
EQ.
2"
2"
2"
F
eq.
typ.
eq. eq. 7/8" 7/8" 4"
L
eq.
1 5/8" 4 1/8"
2 11/16"
2 11/16"
4 1/8"
SECOND FLOOR
4 1/8"
WOOD-A: verify with owner/architect
001
115 removed
PAIR OF 4 PANEL SLIDING CLOSET DOORS
all #2 u.o.n.;see a6.2
REMARKS
CT
wood panels typical, glass at door 114
see plan for direction of travel for sliding doors
4 1/8"
H
full mortice locksets and all interior doors to have full mortice passage or privacy latch sets.
A ST
eq. eq. 7/8" 7/8" 4"
4 1/8" 2 11/16"
sceen where occurs see plan
eq. eq. 2 11/16" 4 1/8" 4 1/8" 4 1/8" wood panels. glass at door no. 112 (master bedroom)
4 PANEL DOOR WITH FIXED PANEL
G
4 PANEL DOOR
GROUND FLOOR
E
4 PANEL DOOR
2 11/16"
MECHANICAL CLOSET DOOR
HARDWARE: assume all exterior doors to have
IA
C
SINGLE LIGHT DOOR WITH 3 WOOD PANLES
GLAZING
C
B
SINGLE LIGHT SLIDING GLASS DOOR WITH THREE WOOD PANELS
DETAIL
LI
A
eq. eq. 7/8" 7/8" 4"
eq. eq. 7/8" 7/8" 4"
GLASS FRONT DOOR WITH INTEGRAL WOOD GRILL
DOOR NO.
1 5/8" 4 1/8" eq.
FRAME
ALL DETAILS FROM A7.2 U.O.N.
wood panels
1'-2"
verify with bruce if there should be glass
1'-2"
eq.
typ.
4 1/8" 2 1/8"
4 1/8" 2 1/8"
7/8"
DOOR
2"
1 5/8" 4 1/8"
HEIGHT
4 1/8" eq.
1 5/8" 4 1/8"
1 5/8" 4 1/8"
DOORS BY SCHOTTEN FENSTER -
2" eq. 2" eq. 2"
BASEMENT
2 11/16" 4 1/8" eq.
FOUR SLIDING POCKET DOORS WITH 4 PANELS PER DOOR
P
GARAGE DOOR
Sheet
ignition resistant wood steel frame
steel strapping
S
PEDESTRIAN GATE
T
SLIDING VEHICULAR GATE
U
SWINGING VEHICULAR GATE
A7.1
Lot 05
5/8" densglass
1024 harding ave. no. 202 venice, california 90291 310.663.6692
port orford wood to be stained thicken wall with plywood as required plywood per structural drawings stucco
top of wainscoating below
waterproof membrane
1/4"
interior 5/8" drywall
waterproof membrane
plywood per structural drawings
expandable foam
5 1/2"
exterior
stucco
port orford wood to be stained
7 1/4" width of rough opening
3'-1" width of rough opening for door 103 3'-5 1/4" width of rough opening for door 201
1/2" each side
1/4" 8 3/8" 3 1/4"
screw to be at angle
2 1/2"
1/2"
3/8"
1/4"
5 1/2"
5/8 densglass
width of door frame
3'-0" width of door frame for door 103 3'-4 1/4 width of door frame for door 201 interior
interior
1/2" each side
width of door
1/4"
exterior
7'-3" width of door 102 11'-7 3/4" width of door 104 and 202
rough opening of door
7'-4" width of door 102 11'-8 3/4" width of door 104 and 202
3"=1'-0"
12 door 103 and 201 jamb in-swing door
3"=1'-0"
9
3"=1'-0"
6
door 102, 104 and 202 jamb lift and slide door
3"=1'-0"
3
5 1/4" stucco
1"
interior 5/8" drywall
plywood per structural drawings
wood sill
plywood per structural drawings
8'-7/8" off finished floor for door 103 7'-7/8" off finished floor for door 201
8 3/8" top of rough opening
8'-3 3/16" off finished floor for door 102 and 104 7'-3 3/16" off finished floor for door 202
5/8 densglass
1/2"
5 1/2"
interior
1/4"
1/4" 4" @ grade 2" @ slab
3/8"
8'-3/8" off finished floor for door 103 7'-3/8" off finished floor for door 201
top of door frame
3"=1'-0"
exterior
8
door 103 sill in-swing door
3"=1'-0" 8 3/8"
5 1/4" 1 1/8" 1"
verify finish material
1/2"
RN
3"=1'-0"
2
1 1/2"
interior
casing beyond exterior
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
1 1/4"
bottom of doors to be flush with finished floors for doors 102 and 104
5/8"
1 1/4"
bottom of doors
Description
wood sill
1 7/8"
wood sill
Issued
1/4" 1/4" 1 1/2"
3/8" 1/2"
1 3/4"
8 3/8"
casing beyond wood sill exterior
bottom of doors to be flush with finished floors for doors 202
wood sill
bottom of doors to be flush with finished floors for doors 201
5 door 102, 104 and 202 head lift and slide door
casing beyond
bottom of doors
A LI F O
expandable foam
1 1/2"
5/8"
1"
casing beyond
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
8'-2 11/16" off finished floor for door 102 and 104 7'-2 11/16" off finished floor for door 202
exterior
11 door 103 and 201 head in-swing door
bottom of doors
TE
Project Name
interior
3"=1'-0"
C-30765
5 1/2"
1/4" top of door frame height
E
REN. 04.30.13
A ST
1 3/4" below finished floor for door 103
AR CH SED IT
KIRK! BLASCHKE
5/8 densglass
bottom of rough opening 1/2"
EN
CT
1/4"
1/2"
C
bottom of doors to be flush with finished floors for doors 103
port orford wood to be stained
LI
top of rough opening
3/8" 1/2"
bottom of doors
1 3/4"
shim wall as required with ply wood
port orford wood to be stained
7 1/4"
waterproof membrane
IA
waterproof membrane
stucco
1 1/8" 1"
1/4" 1/4" 1 1/2"
interior 5/8" drywall
bottom of rough opening 1 7/8" below finished floor for door 202
copper flashing
bottom of rough opening 1 7/8" below finished floor for door 102 and 104
1/2"
Sheet Title
1/2"
door details
the rock will most liketly need to come above the concrete so i think we will need another waterproof layer and flashing
bottom of rough opening 1 3/4" below finished floor for door 201
rocks set on mortar
Drawing File Scale Drawn By
finished grade
as noted krb
Job martin and costin Sheet
3"=1'-0"
10
door 201 sill in-swing door
3"=1'-0"
7
door 202 sill lift and slide door
3"=1'-0"
4
door 102 and 104 sill lift and slide door
3"=1'-0"
1
A7.2
Lot 05 port orford wood to be stained
1024 harding ave. no. 202 venice, california 90291 310.663.6692
exterior
5/8" densglass top of wainscoating below stucco
5 1/2" 1/4"
metal lath over two layers of tyvek water proof membrane
backer rod and permathane caulking caulking in joint
4" copper expandable foam
8 3/8"
1/2" plywood per structural drawings
stud
6 5/8"
protecto wrap bituthene flashing
protecto wrap bituthene flashing copper stucco screed
5/8" each side rough opening of door 7'-6 5/8" 12'-6 5/8"
1/4"
width of door 7'-5 3/8" for door 110 12'-5 3/8" for door 117
for door 110 for door 117
interior
port orford wood to be stained
9
doors 110, 117 jamb lift & slide door
6
stud
caulking in joint
5 1/2" structural header blocking as necessary
4" copper
stucco metal lath over two layers of tyvek water proof membrane protecto wrap bituthene flashing
5/8"
9 7/8" 5/8" each side
rough opening of door
caulking in joint
8'-2 11/16" for doors 110 & 117
expandable foam
8 3/8"
120.25 ground
4"
copper flashing new slab
5/8"
eq.
9 3/16"
1 1/8"
5/8"
1 1/4"
schotten fenster to route channel for screen track by owner
casing beyond
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
08.24.12
slab drawing issue
08.30.12
slab drawing corrections
drip Sheet Title
door details
copper flashing rocks set on mortar
waterproof membrane - 12" wide stucco tape with universal water based primer, both by protecto wrap
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
16" grade beam 120.25 ground
Drawing File Scale Drawn By
finished grade
Description
exterior
1/2"
16" grade beam 16" grade beam
Issued
7/8"
rocks set on mortar
120.25 ground
2
wood sill
drip
1/2"
3"=1'-0"
1 1/2"
4"
copper flashing
lw conc/insul.
RN
exterior
121.00 f.f. 120.91 n. slab
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
1 1/4"
bottom of doors
wood sill
OF C
Project Name
1'-0 9/16"
interior
bottom of doors to be flush with finished floors
TE
expandable foam
casing beyond
flooring
new slab
7/8"
rocks set on mortar waterproof membrane - 12" wide stucco tape with universal water based primer, both by protecto wrap
120.71 n. slab
eq. 7/8" cl
doors 105, 106, 107, 108, 109, 113, 114 head lift & slide door
1 1/2"
1/2"
"l" bracket to support route into casing so it is free of the head of the lift and slide
VARIES
120.90 n. slab
drip
casing beyond
4"
1 7/8"
1 1/4" 121.00 f.f.
120.90 n. slab
5
casing beyond
121.00 f.f.
wood sill
1/8"
4"
copper flashing
casing beyond schotten fenster to route channel for screen track by owner
5/8"
bottom of door
bottom of doors to be flush with finished floors
120.90 n. slab
new slab
exterior
bottom of doors to be flush with finished floors 1 7/8"
interior
wood sill
1 1/4"
121.00 f.f.
casing beyond
5/8"
1/2"
bottom of door
1 1/2"
1 1/4"
9 7/8"
3"=1'-0"
C-30765
caulking in joint
schotten fenster to route channel for screen by owner
exterior
interior
1 1/4"
casing beyond
3/16"
exterior
doors 110, 117 head lift & slide door
door 112 head see 7/a6.4
1 1/2"
5/8"
1 7/8"
1 1/4"
8
casing beyond
5/8"
bottom of door
3"=1'-0"
exterior
interior
bottom of doors to be flush with finished floors
11 door 112 jamb lift & slide door with screen
E
REN. 04.30.13
interior
interior
5/8"
8 3/8"
8'-2 11/16" typical for sliding doors for doors 105, 106, 107, 108, 109, 113, 114
AR CH SED IT
KIRK! BLASCHKE
5/8 densglass
1'-1 13/16"
top of door frame
for door 112 interior
3"=1'-0"
C
top of door frame
1 1/4"
14'-4 5/8"
1/4"
width of door 14'-3 3/8" for door 112
"l" bracket to support route into casing so it is free of the head of the lift and slide
5 1/2"
1/4"
ver.
8 3/4" stud
5/8 densglass
EN
A ST
5/8" interior drywall
1/4"
port orford wood to be stained
8 3/8
port orford wood to be stained
for doors 105, 106, 107, 108, 109, 113, 114
CT
top of rough opening
screen by owner
protecto wrap bituthene flashing caulking
caulking
8'-3 5/16" for doors 110 & 117
copper stucco screed
copper weep screed
cove lighting t.b.d.
8'-3 5/16" typical for sliding doors
protecto wrap bituthene flashing
protecto wrap bituthene flashing
protecto wrap bituthene flashing
top of rough opening copper weep screed
expandable foam
structural header
interior 5/8" drywall
LI
6 5/8"
5/8"
interior 5/8" drywall
5 1/2"
1/4"
backer rod and permathane caulking
metal lath over two layers of tyvek water proof membrane
1/4"
5 1/2"
3
stucco
1/2" plywood per structural drawings
5 1/2"
stucco
protecto wrap bituthene flashing
3"=1'-0"
1/2" plywood per structural drawings
top of wainscoating below
1/2" plywood per structural drawings
-
exterior
5/8" densglass
metal lath over two layers of tyvek water proof membrane
3"=1'-0"
IA
3"=1'-0"
1 1/4"
12
1/8"
3"=1'-0"
finished grade
finished grade
as noted krb
Job martin and costin
16" grade beam
Sheet
finished grade
door 110 stone threshold lift & slide door
3"=1'-0"
10 door 112 threshold lift & slide door with screen
3"=1'-0"
7 door 117 threshold lift & slide door
3"=1'-0"
4
doors 105, 106, 107, 108, 109, 113, 114, 116 threshold lift & slide door
3"=1'-0"
1
A7.3
3/8" 1/4"
5/8" each side
1/4"
interior
3/8"
5/8" each side
interior
width of door 14'- 9" for door 114 1/4"
width of door 25'-2 3/8" for door 116
corner of each frame to be notched
screen provided by owner
blocking as required
1/2" protecto wrap bituthene flashing
center line of steel above
5" x 7" t.s. 6" x 6" t.s.
expandable foam rough opening 18'-10 5/16" for door 109
blocking as required protecto wrap bituthene flashing
backer rod and permathane caulking
backer rod and permathane caulking
protecto wrap bituthene flashing
1/2"
line of outside edge of framing
door 107 jamb sliding door/ window 107 jamb fixed window
3"=1'-0"
1/2" here, trim is adjusted graphically rather than door frame to show caulking
line of threshold below face of trim above
width of door 18' - 9 1/16" for door 109
width of door 18'- 9 1/16" for door 113
caulking in joint 1 1/2" x 1 1/2" port orford wood to be stained exterior
here, trim is adjusted graphically rather than door frame to show caulking
3"=1'-0"
9 doors 113 and 114 jamb sliding door
line of outside edge of framing
3"=1'-0"
line of outside edge of framing
5/8" densglass protecto wrap bituthene flashing
rough opening of door 14'-10 1/4" for door 114
6 doors 114 and 116 jamb sliding door
3"=1'-0"
3
line of threshold below width of door 18'- 9 1/16" for door 113
interior
interior
1/4"
5/8"
1'-1 13/16"
caulking in joint backer rod and permathane caulking
exterior
1'-1 13/16"
1/2" plywood per structural drawings
C-30765
A ST
TE
protecto wrap bituthene flashing blocking as required
rough opening 18'-10 5/16" for door 109
port orford wood to be stained
11 door 109 sliding door
3"=1'-0"
rough opening 18'-10 5/16" for door 113
8 door 113 sliding door
3"=1'-0"
5
3"=1'-0"
2
width of door 9' - 2 3/16" for door 106
caulking in joint
5/8" interior
screen provided by owner
7 13/16"
blocking as required blocking as required
expandable foam
backer rod and permathane caulking
backer rod and permathane caulking
caulking in joint
caulking in joint
backer rod and permathane caulking caulking in joint
1'-1 13/16"
expandable foam 1'-1 13/16"
5x5 t.s.
1'-1 13/16"
expandable foam
blocking as required
1/2"
Issued
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
width of window 7' - 4 3/4" for window 107
Sheet Title
door details
rough opening of window 7' - 7" for window 107 protecto wrap bituthene flashing
5/8"
5x7 t.s. for doors 107 & 108
Drawing File
5x5 t.s. for doors 105 & 106
Scale Drawn By
line of outside edge of framing 1/4"
Description
1 1/8"
width of door 9' - 2 3/16" for door 106 10'- 4" for door 108 interior
line of outside edge of framing
1/4" typ.
as noted krb
Job martin and costin
exterior
protecto wrap bituthene flashing
protecto wrap bituthene flashing
5/8" densglass
5/8" densglass
1/2" plywood per structural drawings
door 105 jamb sliding door
port orford wood to be stained
1/2"
Sheet
port orford wood to be stained
face of trim above
exterior
port orford wood to be stained
10 doors 105, 106, 107, 108 jamb sliding door
exterior
protecto wrap bituthene flashing 5/8" densglass
line of threshold below
1/2" plywood per structural drawings
3"=1'-0"
face of trim above
line of threshold below
1/2" plywood per structural drawings
3"=1'-0"
RN
5/8"
1/4" typ.
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
backer rod and permathane caulking
3/8"
interior
1/4"
5/8" each side of door frame
rough opening of door 9' -3 7/16" for door 106
3/4"
width of door 9' - 2 3/16" for door 105 10' - 4" for door 107
rough opening of door 9' - 3 7/16" for door 106 10' - 5 1/4" for door 108
3/4"
width of door 9' - 2 3/16" for door 105
5/8" each side of door frame
OF C
Project Name
port orford wood to be stained
expandable foam
rough opening of door 9'- 3 7/16" for door 105 10' - 5 1/4" for door 107
E
REN. 04.30.13
5/8" densglass
protecto wrap bituthene flashing
AR CH SED IT
KIRK! BLASCHKE
1/2" plywood per structural drawings
5/8" densglass
rough opening of door 9' - 3 7/16" for door 105
EN
CT
exterior
5/8"
1/4"
1/4"
caulking in joint
expandable foam
1/4"
width of door 18' - 9 1/16" for door 109
expandable foam
3"=1'-0"
line of threshold below
width of door 14'- 9" for door 114
face of trim above
line of threshold below
backer rod and permathane caulking
5/8"
line of outside edge of framing
12 doors 108 and 109 jamb sliding door
exterior
1/4"
face of trim above
line of threshold below face of trim above
line of outside edge of framing
face of trim above
line of outside edge of framing
IA
line of threshold below face of trim above
biscuit joint
C
exterior
1 1/2" x 1 1/2" port orford wood to be stained exterior
1/4"
1/2"
caulking in joint
corner of each frame to be notched
1/4"
port orford wood to be stained caulking in joint
corner of each frame to be notched
rough opening of door 25'-3 5/8" for door 116
protecto wrap bituthene flashing expandable foam
1/2"
backer rod and permathane caulking
5"
LI
width of window 7'- 4 3/4" for window 107
expandable foam
caulking in joint
1/4"
3/8"
1/4"
2 1/4"
1 1/8"
1/2"
rough opening 18'-10 5/16" for door 113
5/8"
rough opening of window 7' - 7" for window 107
6" x 6" t.s.
expandable foam
blocking as required
5/8"
expandable foam
5/8"
1/2"
1/4"
interior
1/4"
5/8" each side
3/8"
width of door 10' - 4" for door 107
1024 harding ave. no. 202 venice, california 90291 310.663.6692
rough opening of door 14' - 10 1/4" for door 114
width of door 10'- 4" for door 108
3/8"
rough opening of door 10' - 5 1/4" for door 107
interior
Lot 05
rough opening of door 10'- 5 1/4" for door 108
7 door 106 jamb sliding
door/ window 107 jamb fixed window
3"=1'-0"
4
3"=1'-0"
1
A7.4
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
top of wainscoating below
5/8" densglass top of wainscoating below stucco
1/4"
metal lath over two layers of tyvek water proof membrane
5/8" densglass
backer rod and permathane caulking
5 1/2"
metal lath over two layers of tyvek water proof membrane
caulking in joint
exterior
port orford wood to be stained
stucco
backer rod and permathane caulking
4" copper
3/8"
protecto wrap bituthene flashing
plywood per structural drawings
expandable foam
1/2"
7 1/4"
copper stucco screed
windows to use metal straps for installation
3/8"
4"
protecto wrap bituthene flashing
8 3/8"
6 5/8"
! stud
protecto wrap bituthene flashing 1/2" plywood per structural drawings
caulking in joint
5 1/2" 1/8"
exterior
1/4"
port orford wood to be stained
expandable foam
protecto wrap bituthene flashing copper stucco screed interior 5/8" drywall
1 1/8" each side
1/4"
1 1/8" each side
width of door
4' - 3/4" width of door 101
width of door 3'- 3/4" for door 118 1/4"
width of rough opening
4'-3" width of rough opening for door 101
rough opening of door 3'-3" for door 118 interior interior
door 118 jamb in-swing door
3"=1'-0"
6
door 101 jamb in-swing door
3"=1'-0"
3
1/2" plywood per structural drawings metal lath over two layers of tyvek water proof membrane
stucco
protecto wrap bituthene flashing protecto wrap bituthene flashing
protecto wrap bituthene flashing
stucco
plywood per structural drawings
copper weep screed
copper weep screed caulking
protecto wrap bituthene flashing caulking port orford wood to be stained
rough opening above finished floor
1/4"
1/8"
top of door frame
caulking in joint backer rod and permathane caulking expandable foam
1/2" 3/8" 1/2"
door height above finished floor interior
3"=1'-0"
5 1/4"
1"
exterior
5
door 101 head in-swing door
3"=1'-0"
1 1/8" 1"
5 1/4"
interior wood sill
1"
RN
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
1 1/8" 1"
copper flashing
copper flashing waterproof membrane
3/8" 1/2"
da te
bottom of doors to be flush with finished floors for door 101
1/2"
Sheet Title
door details
up
bottom of doors
4"
1/2"
exterior
Issued
wood sill
1/4" 1/4" 1 1/2"
3/8" 1/2"
da te up
1 1/2"
casing beyond
1 1/2" below finished floor for door 118
2
exterior
casing beyond
bottom of rough opening
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
1/4" 1/4" 1 1/2"
interior
bottom of doors to be flush with finished floors for door 118
OF C
exterior
door 118 head in-swing door
bottom of doors
caulking in joint backer rod and permathane caulking expandable foam
8'-3/8" off finished floor for 101
8'- 3/8" for door 118 interior
TE
Project Name
1/4"
3/8"
5 1/2"
1/2"
C-30765
1 1/8"
1 1/8"
5/8 densglass
E
REN. 04.30.13
5/8 densglass A ST
top of rough opening 8'- 1 1/2" for door 118
AR CH SED IT
KIRK! BLASCHKE
7 1/4"
8' - 1 1/2" off finished floor for door 101
3/8"
8 3/8
EN
CT
port orford wood to be stained
C
stud
LI
6 5/8"
interior 5/8" drywall
IA
metal lath over two layers of tyvek water proof membrane
5 1/2"
interior 5/8" drywall
bottom of rough opening
rocks set on mortar
4" below finished floor for door 101
4" @ grade 2" @ slab
Drawing File Scale Drawn By
as noted krb
Job martin and costin
questions for bruce:
questions for bruce:
finished grade
verify floor material
Sheet
verify floor material how much space below door?
door 118 threshold in-swing door
3"=1'-0"
4
door 101 threshold in-swing door
3"=1'-0"
1
A7.5
PLUMBING FIXTURE & FITTING SCHEDULE, APPLIANCE/EQUIPMENT SCHEDULE APPLIANCE & EQUIPMENT SCHEDULE:
ITEM
KITCHEN
GARBAGE DISPOSAL
2
INSIKERATOR
STOVE / OVEN VENT HOOD
1 1
VIKING, LA CANCHE, SMEG, BERTAZZONI
REFRIGERATOR / FREEZER
1
TRALSEN 4' - WIDE
DISHWASHER MICROWAVE
2
REVERSE OSMOSIS
1
STACKING WASHER/DRYER
1
REFRIGERATOR / FREEZER
1
IN-LINE EXHAUST FAN IN-LINE EXHAUST FAN IN-LINE EXHAUST FAN
1
BATHROOM #1 BATHROOM #2 DINING ROOM
BAR ICE MACHINE
MECHANICAL CLOSET MECHANICAL ROOM
WATER PURIFICATION
IN-LINE EXHAUST FAN FAU #3 FAU #1 FAU #2 ELEV. CONTROLLER & PUMP
GARAGE
COLOR N/A
REMARKS
ROOM/AREA
ITEM
QUITE, TOP OF THE LINE
KITCHEN
MAIN SINK
1
SINK ISLAND
1
1 1 1 1
1 1 1 1 1
WATER HEATER / STORAGE TANK
1
WHOLE HOUSE FILTER WATER SYSTEM
1
GARAGE DOOR OPENER
1
QUANTITY
POT FILLER
1
LAUNDRY
SINK
1
POWDER ROOM
SINK
1
TOILET
1
LAVATORY
1
TOILET
1
SIZE AS REQUIRED SEE MECHANICAL PLAN
BATH TUB
1
SEE MECHANICAL PLAN
SHOWER
1
LAVATORY
1
TOILET
1
BATH TUB
1
SHOWER
1
LAVATORY
2
BATH TUB
1
SHOWER
2
FIXTURE
COLOR
FITTINGS/ REMARKS
EXISTING TO BE REUSED INTEGRAL
1
1
MASTER BATH
MANUFACTURER/FIXTURE
EXISTING TO BE REUSED
HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB DCS 48" ALL GRILL MODEL NO. 8GB48-BQAR-N
S.S.
BUILT INTO COUNTER BATH #1
HYDROTECH PRO SERIES
FANTECH FR SERIES FANTECH FR SERIES FANTECH FR SERIES
N/A N/A N/A
SCOTSMAN GOURMET ICE MACHINE MODEL NO. DCE33
INTEGRAL WOOD PANEL FRONT
HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB FANTECH FR SERIES SEE MECHANICAL PLAN SEE MECHANICAL PLAN SEE MECHANICAL PLAN
BATH #2 PLACE IN MECHANICAL CLOSET AND RUN LINE TO COLD WATER TAP @ SINKS
N/A N/A N/A N/A
AQUA PHRE FILTER MODEL NO. 5512 EPE-316L (55278-15) -- GARAVENTA ELVORON HR ELEVATOR STYLE 2, CAB SIZE 36" X 54" WITH UNFINISHED CAB, AUTOMATIC HALL DOOR OPERATOR, AUTOMATIC POWER GATE, ANTIQUE BRASS HANDRAIL, ANTIQUE BRASS HALL STATION CALL BUTTONS, ANTIQUE BRASS OPERATING PANEL, INTEGRATED EMERGENCY TELEPHONE, WOOD VENEER GATE PANELS AND BLACK HALOGEN CEILING FIXTURES
S.S.
HTP VERSA-HYDRO WATER HEATER MODEL NO. PHE 199-119 / 199,000 BTU
N/A
SEE MECHANICAL PLAN
MASTER BATHROOM
TOILET?? GUEST SUITE BATH
N/A VERIFY
N/A
HEAVY DUTY OPENER
1
ROCKY MOUNTAIN HARDWARE ELLIPSE SINK - SK319
TOILET
1
DURAVIT HAPPY D. TOILET #D14023
SHOWER
1
ROCKY MOUNTAIN HARDWARE STORM SHOWER SHR-206
WM - WHITE BRONZE MEDIUM
SINK
1
ROCKY MOUNTAIN HARDWARE LAGO SINK SK418 , UNDERMOUNT
ROCKY MOUNTAIN HARDWARE DECK WM - WHITE BRONZE MEDIUM MOUNT FAUCET P703
ROCKY MOUNTAIN HARDWARE WALL WM - WHITE BRONZE MEDIUM MOUNT FAUCET P502 WHITE
VARIO CONNECTOR SET #0014220000
REFRIGERATOR / FREEZER
1
SUB ZERO INTEGRATED MODEL 700 TCI WITH ICE MAKER
INTEGRATED
DISH WASHER STOVE / OVEN
1
FISHER AND PAYKEL MODEL NO. DD24STI6V2 AGA COMPANION
INTEGRATED PEWTER
GUEST SUITE
1 1 1
VENT HOOD
1
WATER PURIFICATION
1
HYDROTECH PRO SERIES PUSH BUTTON REVERSE OSMOSIS SYSTEM, HYDROTECH ITEM NO. 1240301-00, MODEL DESCRIPTION NO. 4VTFC25G-PB
GUEST BATH GUEST BEDROOM YOGA ROOM
EXHAUST FAN MR. SLIM MR. SLIM
1 1 1
VERIFY WITH OWNER SEE MECHANICAL PLAN
AUTO COURT
VEHICULAR GATE MOTOR
2
FAAC SWING GATE OPERATOR MODEL NO. 400
WITH LOOP ON INTERCOM AND WITH TELEPHONE ENTRY SYSTEM AND KNOXBOX FOR FIRE DEPT. ACCESS
VEHICULAR GATE MOTOR
1
FAAC SLIDING GATE MOTOR MODEL NO. 844 ER 216
FOR RACK AND PINION, WITH ENTRY SYSTEM AND KNOXBOX FOR FIRE DEPT. ACCESS
SITE
MICROWAVE
VIKING VMOD240 - PROFESSIONAL SERIES VENT-A-HOOD BH128SLD
S.S. INTERIOR
1
GENERATOR
1
GENERAC - QUIETSOURCE SERIES, STANDBY GENERATOR, 27KW MODEL NO. QT027
A/C CONDENSER AND HEAT PUMPS
4
SEE MECHANICAL PLANS
SEE SEPTIC SYSTEM DRAWINGS FROM TOPANGA UNDERGROUND
TE
FLUSH MOUNTED SINGLE BLOWER VERIFY FIXTURE FINISH
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
VERIFY
SEE MECHANICAL PLAN
SEPTIC SYSTEM CONTROL UNIT
REN. 04.30.13
TOP OF THE LINE, QUIET
INSINKERATOR EVOLUTION ESSENTIAL 3/4 HORSEPOWER
E
C-30765
SINGLE DRAWER WASHING MACHINE
A ST
GARBAGE DISPOSAL
AR CH SED IT
KIRK! BLASCHKE
LI
GUEST KITCHEN
EN
CT
C
GUEST SUITE KITCHEN
LAVATORY
IA
MAIN HOUSE
QUANTITY
BBQ ON EXTERIOR OF KITCHEN
POWDER ROOM
1024 harding ave. no. 202 venice, california 90291 310.663.6692
PLUMBING FIXTURE AND FITTING SCHEDULE:
ROOMS
LAUNDRY
Lot 05
Issued
Description
06.28.11
progress set
Sheet Title
appliance and fixture schedule
Drawing File Scale Drawn By
jrm
Job martin and costin Sheet
A8.1
1"
handrail to be 34" above tread nosing
HOLD BACK INSULATION AND PROVIDE FOR UNINTERRUPTED AIR GAP TO ALLOW CEILING VENTILATION BETWEEN RAFTERS DRILL 2" HOLE IN RAFTER TO SUPPLEMENT VENTILATION BETWEEN RAFTERS
GRAVEL
± 6"
mitered edges
SLOPE PER PLANS
2X2 NOTCHED INTO 6X8 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
7/8" 2 9/16"
15
/16
15
"Ø
/16
"Ø
WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
2X12'S SHIP LAPPED AND LAYED FLAT WITH JOINTS CONCEALED BY 2X2'S
5/8" DENSGLASS SHEATHING TAPED W/ FIRE-RATED TAPE
6X8 INTERIOR ROOF RAFTER
1/4" dia. x 5" lag screw NOTE: ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
6" maximum 3/4" x 24 gauge perforated steel plumbers tape wood stud
scale 1/4=1'-0"
SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL
EXTERIOR STAIR DETAIL
1 1/2"=1'-0"
6
INTERIOR FINISH PER FINISH SCHEDULE
EXTERIOR STUCCO FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS
TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
BATT INSULATION MINIMUM R-19
TYPICAL EAVE AND WALL CONSTRUCTION DETAIL
3"=1'-0"
C-30765
TE
washer
GYPSUM WALLBOARD
E
REN. 04.30.13
A ST
scale 1/4=1'-0"
AR CH SED IT
KIRK! BLASCHKE
2
lag screw
PLAN
EN
IA
PLAN
PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
C
water heater
REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.
LI
plumbers tape layout (2 pieces)
.
2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING
CT
7" minimum
2X2 NOTCHED INTO 6X8
WALL FRAMING PER STRUCTURAL DRAWINGS
2" min
3/4" x 24 gauge perforated steel plumbers tape encircled tank from front and back
6"
copper gutter
DIM. PER PLAN
1" min
EXPOSED 6X8 SCISSOR INTO 2X10 RAFTERS. SEE STRUCTURAL DRAWINGS. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
11/1 "1 1 5/16 3/8"
DIM. PER PLAN
1/4" dia. x 3" lag screw
8" 7 3/
1
wood 2x4 ledger
4" min
4" 8" 1 1/ 3 3/
7 2"
AGGREGATE CONCRETE VERIFY THICKNESS WITH OWNER/CONTRACTOR.SEE DESIGN PHOTO FOR DESIRED AFFECT.
1
4" 1 1/
1
3 1/8"
8" 7 3/
4" 1 1/
1 2"
7
4" 1 1/
1 2"
1 1/2"=1'-0"
1
EXTERIOR STAIR
5 1/8"
2 4"
9
8" 1 5/
5 9/16"
" 1 5/16 3/8"
.
"
screen
8" 1 5/
6"=1'-0"
line connecting points of support
flexible water connections
1/8
8" 1 5/
GRAVEL BACK FILL PER GEOLOGY RECOMMENDATION
finish surface per plans
tank tight against gypsum wallboard
water heater
R-25 INSULATION
copper drip flashing
CARLISLE MIRADRAIN 6000
CONCRETE STEPS PER STRUCTURAL DRAWINGS
. 6" maximum
8" 8 5/
1"
11 TYPICAL HANDRAIL
first stud not behind water heater
" 1/4 2'-2
8" 8 5/
securely fasten handrail to wall. see structural drawings
CARLISLE MIRADRI 860 WITH CARLISLE CCW-702 WB PRIMER APPLIED PRIOR TO MIRADRI 860
1 1/2"=1'-0"
8" 3 3/
8" 4 5/
SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL
TYPICAL INTERIOR STAIR
1024 harding ave. no. 202 venice, california 90291 310.663.6692
ROOF RAFTERS PER STRUCTURAL DRAWINGS
1
DIM. PER PLAN
1
1 2"
SLOPE 1/8"/FT.
Lot 05
9 4"
3 4"
1 1/2"
SEE ROOF PLAN FOR SLATE ROOF UNDERLAYMENT
3 " 4
DIM. PER PLAN
2"
GROUT
±6"
wood hadrail
FINISH WOOD PER INTERIOR FINISH SCHEDULE
SLATE SLOPE 1/8"/FT.
NOTE: SEE DETAIL 9/A9.1 FOR HANDRAIL DETAIL
PER PLAN
PLYWOOD
+/- 1'-0" PER PLAN SEE PLAN FOR NUMBER OF RISERS
PER PLAN
CONCRETE SLAB AND FRAMING PER STRUCTURAL DRAWINGS SLOPE PER PLANS
STRINGER PER STRUCT.
OF C
A LI F O
RN
INTERIOR FINISH PER FINISH SCHEDULE Project Name
BATT INSULATION, MINIMUM R-19
wood 2x4 ledger gypsum wallboard
POST CONNECTION TO BEAM SEE STRUCTURAL DRAWINGS
FLEXIBLE GAS CONNECTION 1 3/4"
6X12 BEAM PER STRUCTURAL DRAWINGS
1" 2"
varies from 3-1/2" to 1/2" min.
FLEXIBLE GAS CONNECTION 2 3/4"
4" @ grade 2" @ slab
1"
ed
06.21.10
plan check corrections
06.28.11
progress set
rc ed
permit set submittal
exterior details
Drawing File
ELEVATION
NOTE:
6X6 PER STRUCTURAL DRAWINGS
10.20.09
Sheet Title
SECTION 3X6 HEAVY TIMBER TONGUE AND GROOVE DECK SURFACE.
Description
su
NOTE: all exposed wood on the decking s to be heavy timer. any wood that is dimensionally smaller than heavy timber needs to meet the fire department's standard for ignition resistant treated wood. The wood is to be treated by jasper wood VARIES FROM FINISH TO 3" MAX. products and all of the manufacturer's design and installation recommendations must be followed. See icc evaluation service report no. esr-1159
Issued
1"
SEE TYPICAL GUARDRAIL DETAIL 3/A9.1
+/- 4"
3
5
15 16"
2"
+/- 9"
PLUMBERS TAPE
Scale
ALL EXPOSED WOOD ON THE RAILING IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
6X6 post connecting to 6 x12 beam and psl
ELEVATION
scale 1/4=1'-0"
1 2"
1 8"
1 1/2"=1'-0"
11 16"
TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ROUNDED CORNERS
line of finished surface of guest house 1 3/4"
ELEVATION
15 16"
2" 6X6 PER STRUCTURAL DRAWINGS
REAR GUEST SUITE PORCH
EXTERIOR STUCCO
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
pe
FLEXIBLE WATER CONNECTIONS
+/- 9"
FLEXIBLE WATER CONNECTIONS
3X6 HEAVY TIMBER TONGUE AND GROOVE DECK SURFACE.
NOTE: all exposed wood on the decking is to be heavy timer. any wood that is dimensionally smaller than heavy timber needs to meet the fire department's standard for ignition resistant treated wood. The wood is to be treated by jasper wood products and all of the manufacturer's design and installation recommendations must be followed. See icc evaluation service report no. esr-1159
half scale
FLEXIBLE WATER CONNECTIONS
s
11 16"
FRAMING PER DIMENSIONED PLANS AND STRUCTURAL DRAWINGS SLAB PER STRUCTURAL DRAWINGS
3"
half scale
6X12 BEAM PER STRUCTURAL DRAWINGS
e p u
15 16"
PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
FINISHED FLOOR PER FINISH SCHEDULE
3'-6"
WOOD STUD
POST CONNECTION TO BEAM SEE STRUCTURAL DRAWINGS
d e rc
ed
11 16"
1 3 4"
1
WOOD 2X4 LEDGER 1/4" DIA. LAG SCREW with WASHER 3/4"X 24 GAUGE PLUMBERS TAPE
1/4" DIA. X 3" LAG SCREW W/ FLAT WASHER
slope 1/8" per foot
SEE TYPICAL GUARDRAIL DETAIL 3/A9.1
1" 1 4" 3 3" 4
half scale
3'-0"
2'-0 1/8"
PLUMBERS TAPE
3 1/4" x 3 1/4" POST MAXIMUM 5'-0" ON CENTER ATTACH TO STRUCTURE PER STRUCTURAL DRAWINGS
scale 1/4=1'-0"
CORNER W.H. STRAPPING
AS NOTED
10 WALL W.H. STRAPPING
AS NOTED
8
TYP HEAVY TIMBER WD DECK
1 1/2"=1'-0"
4
TYP GUARDRAIL DETAIL
1 1/2"=1'-0"
3
STUCCO SCREED AT GRADE
3"=1'-0"
1
A9.1
SLATE ROOF SEE ROOF PLAN FOR ROOF SPEC. NAILER SEE ROOF PLAN FOR SLATE ROOF UNDERLAYMENT
Lot 05
1 1/2"
top of wainscoating base below
1024 harding ave. no. 202 venice, california 90291 310.663.6692
biscuit joint
STEEL BEAM PER STRUCTURAL DRAWINGS
PLYWOOD PER STRUCTURAL DRAWINGS
8 7/8"
port orford wood to be stained
ROOF RAFTERS PER STRUCTURAL DRAWINGS
R-25 BATT INSULATION 5/8 densglass
3/4" x 5/8" batting
r-19 batt insulation
ed
3/4" siding let into corner of butt joint
rc ed
top of wainscoating base below
pe
top of wainscoating below
1 1/4"
ted d no s otae as n
1/8"
waterproof membrane
6X8 TO BE NOTCHED INTO LOWER BEAM.
TYPICAL RIDGE DETAIL
C LI
2'-0"
0.50
1 1/4"
5 1/2"
9 7/8"
1 1/2" 1/8" 1 3/8"
1 5/8"
8
3/8"
1/8" 7/8"
1 1/2"
1/8" 3/4"
1 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING
R-25 BATT INSULATION
TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
1 1/4"
EXTERIOR STUCCO
WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
2"
5"
IA
Description
10 1/2" NOTE: ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
WALL FRAMING PER STRUCTURAL DRAWINGS INTERIOR FINISH PER FINISH SCHEDULE FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
TRIM ROOF RAFTERS AS REQUIRED
exterior details
LINE OF TOP PLATE TO BE REMOVED FOR BEAM TO EXTEND INTO WALL
5 1/2' thick
6X6 INTERIOR ROOF RAFTER REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.
TYPICAL EAVE DETAIL AT GUEST SUITE
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
per structural
WOOD FASCIA TRIM ALONG RAKE
3 3/8" 1 1/4"
1 3/4"
3/4"
ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
Project Name
9 1/2"
1 1/2"
2"
1 5/8"
1 1/4"
5/8" DENSGLASS SHEATHING TAPED W/ FIRE-RATED TAPE
half scale
RN
8"
2X2 NOTCHED INTO 6X8
1/8"
CUT TOP PLATES ANT ATTACH BEAM TO TOP PLATES PER STRUCTURAL DRAWINGS.
Issued
CUSTOM COPPER GUTTER SUPPORT
2x 10 WOOD TRIM. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
A LI F O
1"
EXPOSED 6X6 SCISSOR INTO 2X8 RAFTERS. SEE STRUCTURAL DRAWINGS. SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
2X10 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
LOOK AT WITH BRUCE
WATERPROOF MEMBRANE SEE ROOF SPEC ON ROOF PLAN
COPPER DRIP FLASHING
3/4"
7 3/8"
3 3/8"
OF C
1"
1 1/4"
9 1/2"
3/4"
1 5/8"
7 3/8"
1 1/4"
1 5/8"
1 5/8"
1 1/4"
rocks set on mortar
3"=1'-0"
C-30765
REN. 04.30.13
7 1/4"
SCREEN AT TOP OF GUTTER TO PREVENT LEAVES FROM ENTERING GUTTER.
COPPER GUTTER
5 1/2"
12
2 1/2"
8 5/8"
5/8" 1/8"
SILL CONDITION AT ROCK
TORCH DOWN ROOF SEE ROOF SPEC ROOF RAFTERS PER STRUCTURAL DRAWINGS NOTCH INTO SUPPORT BEAM
1/8"
NOTE:
4 CRNR. ABOVE WAINS. AT STUCCO3"=1'-0" 2
E
SELF ADEREING WATERPROOF MEMBRANE
3 1/2"
2'-1 3/8"
R-25 INSULATION
DRILL 2" HOLE IN RAFTER TO SUPPLEMENT VENTILATION BETWEEN RAFTERS
3/4"
waterproof membrane
finished grade
3"=1'-0"
AR CH SED IT
KIRK! BLASCHKE
TE
HOLD BACK INSULATION AND PROVIDE FOR UNINTERRUPTED AIR GAP TO ALLOW CEILING VENTILATION BETWEEN RAFTERS
4 5/8"
8 5/8"
1"
the rock will most liketly need to come above the concrete so i think we will need another waterproof layer and flashing
VERTICAL AND HORIZ. FASCIA
2"
2X2 NOTCHED INTO 6X8 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
3/4" ship lapped wainscoting
copper flashing
7
3"=1'-0"
ROOF RAFTERS PER STRUCTURAL DRAWINGS
COPPER DRIP FLASHING
bottom of door sill 1 1/2" belowfinished floor
EN
A ST
TORCH DOWN ROOF SEE ROOF PLAN FOR SPECIFICATION.
R-19 BATT INSULATION
stucco waterproof membrane plywood per structural drawings
plywood per structural drawings
7 1/2"
9
1 1/4" top of wainscoating below
CT
3"=1'-0"
r-19 batt insulation
stucco
LOWER RIDGE BEAM PER STRUCUTRAL DRAWINGS, ATTACHMENT TO UPPER STEEL BEAM PER STRUCTURAL DRAWINGS
WAINSCOATING AT STUCCO
notch corner of fascia board to let in stucco
1 1/4"
ADDITIONAL NAILER WHERE OCCURS
2X2 NOTCHED INTO 6X8
densglass
notch corner of fascia board to let in stucco
2X12'S SHIP LAPPED AND LAYED FLAT WITH JOINTS CONCEALED BY 2X2'S
1"
batt beyond
1/4" corbel where occurs
2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING
ship lapped horizontal siding
5/8 densglass
1/4"
6X8 INTERIOR ROOF RAFTER
su
waterproof membrane
8 7/8" 5/8 densglass
pe
3/4"
d ote as n
3 3/8"
stucco
port orford wood to be stained
port orford wood to be stained
ed
1/2" plywood
3
top of wainscoating below
rc ed
r-19 batt insulation
3"=1'-0"
biscuit joint
5 1/2"
the vertical and horizontal members need to be this thick in order to align with each other.
1 1/2"
5 CORNER AT WAINSCOATING 1 1/4"
ted
su
o as n
10
densglass waterproof membrane plywood per structural drawings
3"
3 1/2" THICK, ATTACH TO BEAM ABOVE
PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS
TYVEK WATERPROOF MEMBRANE OR ARCHITECT APPROVED EQUAL INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS
6X6 LOWER ROOF RAFTERS IN BEAM POCKET IN WALL.
Drawing File
BLOCKING PER STRUCTURAL DRAWINGS
Scale Drawn By
BATT INSULATION MINIMUM R-19
as noted krb
Job martin and costin Sheet
BATT INSULATION MINIMUM R-19 VERTICAL CASING BEYOND
3"=1'-0"
6
TYPICAL RAKE DETAIL @ CORBEL
3"=1'-0"
1
A9.2
1 1/4" wood trim 7/8" stucco
Lot 05
1 1/4" wood trim 7/8" stucco
1/2" plywood
1024 harding ave. no. 202 venice, california 90291 310.663.6692
1/2" plywood WATERPROOF MEMBRANE DENSGLAS 6 x 6 post beyond
6 x 6 post beyond railing
BATT BEYOND
1 1/2"
waterproof membrane plywood per strucrual 6 x beam at house
concrete driveway
SEALANT PER WATERPROOFING CONSULTANT (EXTRUSION TUBE)
waterproof membrane
R-19 BATT INSULATION
COPPER FLASHING
plywood per strucrual VERIFY INTERIOR FINISH
COPPER FLASHING
wood trim
copper flashing
CONCRETE DRIVEWAY
1'-2"
1 7/8"
TJI PER STRUCTURAL DRAWINGS
3" 3/4"
WATERPROOF MEMBRANE
1" 5 1/2"
wood trim
varies min. 2 1/2"
FRAMING PER STRUCTURAL DRAWINGS
fascia at house
concrete driveway
varies min. 2 1/2"
1 1/2"
railing
SHIP LAPPED WAINSCOATING
stucco 6 x 6 post
stucco
PLYWOOD PER STRUCTURAL DRAWINGS
rock facade where occurs
1/2" plywood
stucco
tji per strucutral drawings
tji per strucutral rawings
outside edge of masonry below
2 3/4"
2 3/4"
section
DENSGLASS
railing
1 1/2"
edge of wood trim
waterproof membrane
plan
PSL PER STRUCTURAL DRAWINGS
TJI PER STRUCUTRAL DRAWINGS
section
STUCCO
PLYWOOD PER STRUCTURAL DRAWINGS 5 1/2" unless noted otherwise
WATERPROOF MEMBRANE
PLYWOOD PER STRUCTURAL DRAWINGS stucco plan at roof entrance porch
copper flashing C
STONE AT RAISED DRIVEWAY
1 1/2"=1'-0"
3
CONCRETE SLAB AT WALL
1 1/2"=1'-0"
AR CH SED IT
KIRK! BLASCHKE
LI
9 1/8"
8"
retaining wall per structural drawings R-19 BATT INSULATION
2
C-30765
stone veneer per exterior elevation
3/4"
TE
C L
E
REN. 04.30.13
A ST
5/8"
EN
CT
1/8" 5/8"
IA
3/4"
water proof membrane
OF C
A LI F O
RN
varies
Project Name
3/4"
slab per structural drawings
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
3/4"
4"
TORCH DOWN ROOF SEE ROOF PLAN FOR SPECIFICATION. ROOF RAFTERS PER STRUCTURAL DRAWINGS NOTCHED INTO 6X6 SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
3/4" ship lapped wainscoting waterproof membrane
COPPER DRIP FLASHING
3 1/2" 5/8" 9 1/2"
up da te
SCREEN AT TOP OF GUTTER TO PREVENT LEAVES FROM ENTERING GUTTER.
0.50
1"
3 1/2" 5/8" 5/8" 9 1/2"
Issued
12
3 1/2" 5/8" 5/8" 9 1/2"
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
3"=1'-0"
7
DETAIL OF RETAINING WALL AT RAISED DRIVEWAY
1 1/2"=1'-0"
CASING BEYOND
5
WATERPROOF MEMBRANE FRAMING PER STRUCTURAL DRAWINGS
CUSTOM COPPER GUTTER SUPPORT
DENSGLASS
2X10 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
SHIP LAPPED WAINSCOATING DOOR SILL PER DOOR SCHEDULE
2 1/4"
VERIFY INTERIOR FINISH
NOTE:
FINISHED FLOOR AT PORCH HEIGHT
5 1/2"
3/4" 3"
Sheet Title
exterior details
ALL EXPOSED WOOD ON THE EAVE IS TO BE MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
3"
1'-1"
5 1/2"
1'-1"
3"
post beyond THROUGH BOLT
post per structural drawn as 6 x 6 Drawing File
fascia on wall beyond Scale Drawn By
1'-2"
3/4" 1'-2"
6 X 6 DECK JOIST PER STRUCTURAL DRAWINGS CONCEALED HANGER PER STRUCTURAL DRAWINGS
R-19 INSULATION
PSL PER STRUCTURAL DRAWINGS
6
as noted krb
Job martin and costin
SECTION
KEEP EDGE OF DECK JOIST SLIGHTLY OFF WALL
DECKING AT REAR PORCH
6 x 8 beam notch into roof rafters corbel below see elevation
COPPER FLASHING
TJI PER STRUCTURAL DRAWINGS
1 1/2"=1'-0"
exterior face of wood corner fascia, where occurs
BATT BEYOND
VERIFY INTERIOR FINISH TJI PER STRUCTURAL DRAWINGS
1 1/4"
SECT. THROUGH EXT. WAINS.
7 1/2"
COPPER GUTTER
STUCCO PLYWOOD PER STRUCTURAL DRAWINGS WATERPROOF MEMBRANE
ELEVATION
Sheet
6 X 6 DECK JOIST PER STRUCTURAL DRAWINGS
NOTCH JOISTS TO LET IN STUCCO.
DETAIL AT COVERED WALKWAY ENTRY TO GUEST SUITE
1 1/2"=1'-0"
4
TYPICAL EAVE DETAIL AT COVERED PORCH
1 1/2"=1'-0"
1
A9.3
A9.4
Lot 05 stucco
metal lath over two layers of tyvek water proof membrane
8"
verify width with owner/ architect.
copper weep screed copper standing seam metal roof verify with owner/architec type of standing seam 12
interior 5/8" drywall
1024 harding ave. no. 202 venice, california 90291 310.663.6692
3 A9.3
3.00
12
roof underlayment 2X6 LAID FLAT SEE TREATED WOOD NOTE BELOW FOR FIRE RESISTANCE INFO.
3.00
1" 1/2" 1/2"
1/2"
port orford to be stained
3/8"
1/4"
2 1/2"
2 1/2"
copper drip flashing
2"
1/2"
7'- 7/8" off finished floor
1/2"
rough openingg
3 3/4"
2 1/8"
R-25 INSULATION
4"
2"
window opening
7'- 3/8" off finished floor
2 1/2"
interior
1'-3 1/4"
1'-3 1/4"
grill to be removable
1'-0 5/8"
6ft
6ft 2"
casing beyond
2"
1 1/2" 2"
outline of window/interior of window box beyond
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
1 1/2" 2"
vertical grill members in background
C-30765
REN. 04.30.13
1 A9.6
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
7/8"
horizontal grill member typ.
5"
5 1/8"
c l of window muntin
plastic shim
interior
IA
A ST
TE
Issued
Description
permathane chaulking
window opening
copper pan
permathane chaulking
rough opening
1 1/4"
3/8"
1/2"
1/4" 1/2"
2 1/2"
3'-5 5/8" off finished floor
1/4" 3 3/8"
3'-5 1/8" rough opening off finished floor
protecto wrap bituthene flashing
Sheet Title
1'-6"
exterior details densglass
3/4"
ship lapped horizontal siding slope 1/2" per foot
interior 5/8" drywall
Drawing File
densglass batt beyond
3/4"
krb
Job martin and costin Sheet
4"
1/2" 1 1/2"
Drawn By
as noted
2"
1/8"
4"
Scale
two layers of tyvek water proof membrane
section through kitchen window box
3"=1'-0"
3 front elevation of kitchen window box
3"=1'-0"
2 side elevation of kitchen window box
3"=1'-0"
1
A9.5
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
-
1 1/2"=1'-0"
11 -
6"=1'-0"
9
-
1 1/2"=1'-0"
7 w8x28 cut to 3" wide
3"
2"
1'-2"
ship lap joint
5 1/2"
eq.
2"
2"
2"
line of roof edge
eq.
eq. ridge seam to occur at inside edge of 6x8
1/2"
2"
1/2" 1/2"
1"
1/2" 1/2"
W8x28 steel
1/2"
1/2" eq.
1/2"
6x8 beam
1'-9"
8"
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
wood outrigger at west side of master bedroom
C-30765
REN. 04.30.13
-
1 1/2"=1'-0"
3 A9.5 1 1/2" strand board densglass
backer rod and permathane caulking
3/4"
2" 1'-0 7/8"
top of wainscoating below
3/4"
eq. eq. eq.
eq. eq. eq. eq. eq.
IA
A LI F O
RN
Project Name
EQ. edge of window bay
eq. eq. eq. eq. eq.
7/8"
2
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
edge of vertical grill member
eq. eq. eq. eq. eq.
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
7/8" C L
expandable foam
expandable foam
align
metal lath over two layers of tyvek water proof membran
1/4"
4 1/8" plywood per structural drawings
EQ.
2 3/8"
1 1/2"=1'-0"
center of vertical grill member C L
center of window muntin C L
caulking in joint
protecto wrap bituthene flashing
TE
section
6 ridge beam detail at master bedroom center of window bay 3'-7 C 1/2" L
A ST
elevation
1" x 1" member typ. 3/8"
14mm exterior
1/2"
9 7/8"
exterior
1/2"
stucco
1/2" x 1" member typ. 14mm
1/2" 2"
1 1/4"
3/8"
C L
Sheet Title
exterior details
C L
3/4" 1/4"
protecto wrap bituthene flashing copper stucco screed
2 1/2"
Drawing File Scale Drawn By
interior
interior
as noted krb
Job martin and costin
interior 5/8" drywall
1 5/8" each side rough opening 3'-10 1/4"width of rough opening
-
AS NOTED
10 -
AS NOTED
8
section at guest suite window bay
1/4"
1/4" width of window
3'-8" width of window
width of window
3'-8" width of window
1 5/8" each side
Sheet
rough opening 3'-10 1/4"width of rough opening
3"=1'-0"
1
A9.6
gutter to slip under end of roof flashing
Lot 05
screen at top of gutter to prevent leaves from ! entering, required by the fire department.
1024 harding ave. no. 202 venice, california 90291 310.663.6692
copper rivet 1/8" thk. brass gutter strap
rolled outside edge
5 9/16" 7/8"
5 1/8"
3 1/2"
2"
screws as necessary. counter sink! screws into bracket
6 x 6 rafter tail
horizontal wood member
exposed decorative! metal bolts. 1/2" wide metal tab to be! exposed on edges.
dado 3/16" x 3/8" wide x +- 4 1/2" long out of bottom of ridge beam for copper gutter support to be placed into.
3/4" 1"
section 3"=1'-0"
7
hook will pierce flashing
1"
horizontal picket
metal tab on each side! of horizontal members horizontal picket
1/2" gap between pickets (2) 3/4" wide and 1"! deep wood picket.! see gate elevation
exposed decorative! metal bolts.
3/4"
3/4"
exposed decorative! metal bolts.
gutter support 1 3/4" max. for hook to fit through cone hole
1 1/2"
R /8" 11
3 1/2"
3/8"
3/8" x 3/8" brass gutter support at every ! rafter tail 3/8" x 3/8" brass gutter support at every ! rafter tail - verify with owner if finished 6 x 6 rafter tail should be hammered
elevation
steel frame to have! square corners
2"
2 9/16"
max. 1 11/16" to min. 1 3/16" - distance varies at each gutter support. portion of neck closest to gutter shortens to accommodate gutter slope. ! see A5.3 for location of straps and slope of gutter.
+- 1" 1/2 "Ă˜
3/16"
5/8"
eq.
3/16"
5 1/2"
3/8"
eq.
1 1/4"
2"
5 1/2"
3 1/8"
copper rivet! both sides copper gutter 1/8" thk. brass gutter strap second layer of 3/32" thk. brass gutter strap parallel with rafter tail end
metal tab on each side! of horizontal members
1" metal frame of gate
black iron hook to hold rain chain
metal frame of gate
2"
3 1/2"
1/2"
3"
eq.
rain chain will hang centered in cone hole, but will have minor sway with wind
1 3/4"
elevation
3/4"
section
rain chain at gutter
3"=1'-0"
notch horizontal and vertical pickets 1/2" gap between pickets
6 1"
section of horz. member to frame3"=1'-0" 3
elev. of horz. member and frame
3"=1'-0"
2
1"
Project Name
3"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
9 1/2"
exisitng pine tree
1'-6"
Issued
2'-0"
1/2" round black iron
2"
+
I
2"
eq. 3/4" 1 1/4" 3/4" 4 7/8" 3/4" 2 3/8"
1 1/4" 3/4" 4 7/8" 3/4" 2 3/8"
5 1/2" I
+2
eq.
2"
eq.
eq.
2"
eq.
2"
eq.
2"
eq.
2"
4 A9.7
3/4"
3 A9.7
finished driveway surface
Sheet Title
vehicular gate
6'-0"
5"
3 1/2"
recess in stone to gather water
finished surface 131.83
5 1/2" 3"
3/4" 4 7/8" 3/4" 2 3/8" 1'-6"
2 A9.7
5"
lowest rain chain member to be adhered to drilled hole with epoxy
2"
Drawing File Scale Drawn By
+ 2"
66% open above the bottom panel
as noted krb
Job
I
martin and costin Sheet
7 3/4"
rain chain at base
Description
02.07.12
17'-1"
2 3/8" 3/4" 4 7/8" 3/4" 2 3/8" 3/4"
1 3/4"
eq.
3/4"
copper funnel, see elevation for locations
1'-11"
brass gutter strap
4"
brass gutter strap
3"=1'-0"
5 section through gate
3"=1'-0"
4
vehicular gate at view corridor
1/2"=1'-0"
1
A9.7
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
9"
corner board beyond, east of railing offset from east board 1 1/8"
4'-2 3/4"
4 1/2"
4 1/2"
4'-0 1/4"
4 1/2"
4'-2 1/4"
4 1/2"
4'-2 1/4"
4 1/2"
4'-2 1/4"
4"
1" 4 1/2"
2"
eq.
eq.
1/2"
4 1/2"
4'-2 1/4"
1 1/2" x 1 1/2" corner post, occurs only at this corner and at mirrored corner at opposite side of railing
11/16"
1 3/8"
3'-6"
4'-3 1/4"
3 A9.8
3 1/4"
ROUNDED CORNERS 1/2"
1 1/8"
1 1/8"
3'-6"
4 1/2"
4'-3 1/4"
1/2"
1/2" 4" 1/2" 1"
4 1/2"
4'-3 1/4"
11/16" x 1 3/8" members (typ.)
4 1/2"
ROUNDED CORNERS
1 1/4" 1"
11/16" x 1 3/8" members (typ.)
2"
3 1/2"
top of opening 7'-0" above finished floor
2" x 3 1/4" top rail
offset from west post 1 1/8" top rail to be centered on west post
1/2" 2"
3 1/4"
3/4" x 1 1/2"member (typ.)
corner post to west of railing
3 1/4" x 4 1/2" POST TO ATTACH TO STRUCTURE PER STRUCTURAL DRAWINGS
eq.
3 1/4" x 4 1/2" wood post
C L eq. eq.
1 1/2"
1 1/2" steel rod to side of post
2" 1"
eq. ( 1/8") 1 1/2"steel rod to side of post steel rod to side of post 1
1/2"
2" 1"
eq. ( 1/8") steel rod to side of post
1 1/4"
eq. ( 1/8") 2 1/4" steel rod to side of post 1 1/4" 1"
2 1/4" 1"
1/2"
1/2" 2 1/4"
SECTION
4 1/2" 1"
3 1/4" 3"
ELEVATION
NOTE:
5 1/2"
eq. ( 1/8")
2"
2" 1"
3"
side of post
2 1/4"
eq. ( 1/8") 1 1/4"steel rod to
2" x 3 1/4" bottom rail
2"
4"
eq. ( 1/8") 2 1/4" 1"
4"
eq. ( 1/8")
1/2"
eq. ( 1/8")
(typ.)
eq. ( 1/8")
1/2"
1/2"
11/16" x 1 3/8" members (typ.)
decking to be notched around posts
ALL EXPOSED WOOD ON THE RAILING IS TO MEET THE FIRE DEPARTMENT STANDARD FOR IGNITION RESISTANT TREATED WOOD. THE WOOD IS TO BE TREATED BY JAPER WOOD PRODUCTS AND ALL OF THE MANUFACTURER'S DESIGN AND INSTALLATION RECOMMENDATIONS MUST BE FOLLOWED. SEE ICC EVALUATION SERVICE REPORT NO. ESR-1159.
5 1/2" x 5 1/2" floor joists 5 1/2" x 11 1/2" wood beam
guest suite driveway railing elevation
1/2"=1'-0"
3 1/4"
C L C L C L 3/8"
3/4" x 1 1/2" member (typ.)
3 1/4"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
eq.
C L
CL 2"
3 1/4" max.
eq.
Project Name
C L
C L
first decking seam 1'-4 3/4"
3/8" dia. bolts - thread bolts into plate, no nut used, 4 locations
eq.
C L
C L 4"
see detail 1, sheet A9.9 for metal plate
centerline of balcony railing
1" x 2 1/4" member (typ.)
5 1/2" x 5 1/2" west corner post
6x6 deck joist below
1"
eq.
eq.
eq.
eq.
eq.
5 7/8"
5 7/8"
5 7/8"
5 7/8"
5 5/8"
weld nut to top of plate for threaded rod and weld threaded" rod to nut. notch vertical plate around nut.
4 1/2"
eq.
eq.
5 5/8"
eq.
5 5/8"
5 5/8"
eq.
eq.
5 3/4"
5 3/4"
1" (typ.)
outline of decking
eq. eq.
eq. eq.
4"
4"
1"
edge of decking
Issued
1"
2" x 3 1/4" bottom rail
1 1/4"
7'-3 7/8"
6x6 joist
1/2" threaded rod, threaded through steel plate and into nut welded on top of steel plate. once threaded rod is screwed into the nut, threaded rod is to be welded to nut
1/2" threaded rod, threaded through steel plate and into nut welded on top of steel plate. once threaded rod is screwed into the nut, threaded rod is to be welded to nut
screen above
open
top of finished floor
guest suite railings
Drawing File
decking
open
2 1/4"
corner post
3"
6x6 joist
2 1/4"
2 A9.8
exterior details
2"
1 A9.8
Sheet Title
4 1/2" 1" 1/2"
1/4" x 2 1/2" x 2 1/2" steel plate
1/4" x 2 1/2" x 2 1/2" steel plate
3"
beam below
1" 1 1/4"
1/4" thick x 2 1/2" wide plate - see detail
railing above
1'-6"
Scale
5 1/2" x 5 1/2" floor joists
Drawn By
left side of post
2 A9.9
guest suite decking plan
1/2"=1'-0"
6
front of post
guest suite rear railing structural connection detail
2 A9.8
right side of post
3"=1'-0"
4
4 A9.8
guest suite rear railing elevation
as noted krb / jrm
Job
centerline of balcony railing 2 A9.9
Description
2" x 3 1/4" top rail
4 1/2" x 3 1/4" post
typ. post
1'-6"
2
1/2"
3/8"
3" from face of 6x6 to face of post
intermediate screen post
1 1/2"=1'-0"
3'-6"
slope 1/4" per foot
3 guest suite rear railing section
1" 4 1/2"
3/8" dia. bolts - thread bolts into plate, no nut used, 4 locations
1" 1 1/4"
see detail 1, sheet A9.9 for metal plate
5 3/4"
1 3/4"
3/8"
dashed line of 1 1/2" x 1 1/2" corner post beyond, occurs only at this corner and mirrored corner at opposite side of railing
1/4" thick steel plate
1/4" thick x 2 1/2" " wide plate
eq.
this is the alternate place to return the decking at the corner, but tom did not think the piece of decking in the corner would be strong enough so we extended it
3/8"
4 1/2"
1 1/2"
3 1/4" 4" from face of railing post to face of railing
deck
1/4" thick x 2 1/2" " wide plate
CL CL CL
eq.
1 1/2"=1'-0"
3 1/4"
2 1/2"
eq.
5 driveway railing section
martin and costin
5 1/2" x 11 1/2" beam
1 1/2"=1'-0"
1
Sheet
A9.8
ROOF MATERIAL TO BE CONFIRMED WITH OWNER, ARCHITECT
5 1/2" x 5 1/2" corner post beyond
NAILER
Lot 05
centerline of screen
1024 harding ave. no. 202 venice, california 90291 310.663.6692
1'-6" C L
C L EQ.
W8X28
EQ.
EQ.
3/4" PLYWOOD PER STRUCTURAL DRAWINGS 3 1/4"
C L
1" 4 1/2"
2X10 ROOF RAFTERS PER STRUCTURAL DRAWINGS
EQ. 5 5/8"
EQ. 5 5/8"
3"
EQ. 5 5/8"
max.
1"
R-25 BATT INSULATION
EQ. 5 5/8"
1 1/4"
1/2" 2"
C L
4 1/2"
1/2"
1 1/2"
2 3/4"
ROUNDED CORNERS (typ.)
3/4" 1/2" 3/4" 1/2"
3"
1
9 4"
1/2"
2 1/4"
2 3/4" x 3/4" (typ.)
5'-9"
1/2"
11/16" x 1 1/2" (typ.)
1
2 4"
11/16"
1
1 2"
2" x 3 1/4" top rail 5 1/2" x 5 1/2" corner post 1" x 2 1/4" (typ.)
2" x 3 1/4" bottom rail
6X8 INTERIOR ROOF RAFTER
1/2"
6X8 INTERIOR ROOF RAFTER TO BE NOTCHED INTO LOWER RIDGE BEAM
2X2 NOTCHED INTO 6X8
2"
1/2"
4 1/2"
2x MEMBER SHIP LAPPED AND LAID FLAT WITH JOINTS CONCEALED BY 2X2'S
3"
2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING
1 1/4"
1"
ROUNDED CORNERS (typ.)
1"
1
7 2"
3'-6"
1"
open
8x12 LOWER RIDGE BEAM
open
(2) 1/4" sds screws
3"=1'-0"
4
1 3/4"
decking to be notched around post
1/2"
ridge beam detail at master br and breezeway
(2) 1/4" sds screws
NAILER ROOF MATERIAL TO BE CONFIRMED WITH OWNER, ARCHITECT
5 1/2" x 5 1/2" structural beam W10X112 AT KITCHEN
SECTION
ELEVATION Project Name
3/4" PLYWOOD PER STRUCTURAL DRAWINGS
W10X112 AT LIVING ROOM
guest suite porch screen details
1 1/2"=1'-0"
2
2X10 ROOF RAFTERS PER STRUCTURAL DRAWINGS 1/4"
R-25 BATT INSULATION
2 1/2"
2 1/2"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
plate to be threaded for 3/8" bolt from this side 1" 1 1/4"
1" 1 1/4"
plate to be threaded for 3/8" bolt from opposite side
Issued
Description
plate to be threaded for 3/8" bolt from opposite side
plate to be threaded for 3/8" bolt from this side 7/8"
3/4"
7/8"
7/8"
3/4"
1
9 4"
plate to be threaded for 3/8" bolt" from opposite side 3/4"
eq.
1'-4 3/4"
1'-4 3/4"
plate to be threaded for 3/8" bolt from this side
7/8"
02.07.12
1/4" thick steel plate
1'-4 3/4"
1/4" thick steel plate
7/8"
eq.
plate to be threaded for 3/8" bolt from opposite side
7/8"
7/8"
3/4"
7/8"
3"
1
notch plate around nut. weld nut to plate" screw threaded rod into nut and weld nut to" threaded rod.
Sheet Title
exterior details
1/4"
1
1 2"
notch plate around nut. weld nut to plate screw threaded rod into nut and weld nut to threaded rod
3"
2 4"
notch plate around nut. weld nut to plate" screw threaded rod into nut and weld nut to" threaded rod.
1"
1"
plate to be threaded for 3/8" bolt from this side
5"
5"
5"
1/2" threaded rod to be screwed through " plate and into nut. nut to be welded to top plate." and threaded rod to be welded to nut after it is" screwed in.
Drawing File
1
7 2"
1/2" threaded rod to be screwed through " plate and into nut. nut to be welded to top plate." and threaded rod to be welded to nut after it is" screwed in.
1/4" x 2 1/2" x 2 1/2" steel plate 1/4"
1/4" x 2 1/2" x 2 1/2" steel plate
1/4"
1/4" x 2 1/2" x 2 1/2" steel plate
Scale
6X8 INTERIOR ROOF RAFTER
Drawn By
as noted krb / jrm
Job
2 1/4" GAP BETWEEN ROOF RAFTER AND BACK SIDE OF FINISHED CEILING
2X2 NOTCHED INTO 6X8
2x MEMBER SHIP LAPPED AND LAID FLAT WITH JOINTS CONCEALED BY 2X2'S
2 1/2"
2 1/2"
martin and costin Sheet
left side of metal bracket
6X8 INTERIOR ROOF RAFTER TO BE NOTCHED INTO LOWER RIDGE BEAM
2 1/2"
front side of metal bracket
right side of metal bracket
10x16 LOWER RIDGE BEAM
-
-
-
ridge beam detail at living room and kitchen
3"=1'-0"
3
guest suite rear railing structural plate detail
1 1/2"=1'-0"
1
A9.9
plywood sheathing per structural drawings
5/8" densglass sheathing taped with fire-rated tape
" 1/4
4" 2 1/
4" 9 1/
exterior stucco
130.32 new plate height
4
5 1/2"
see detail 8/A9.2
129.00 window opening
3/4"
3 1/2"
1'-1 13/16"
129.00 window opening
5 1/2"
see detail 2/A9.1 for eave dimensions
3/4"
129.00 window opening
see detail 2/A9.1 for eave dimensions
5 1/2"
3/8" x 3" x 8" t.s. where occurs 3 1/2"
see detail 2/A9.1 for eave dimensions
w8x21
129.51 bottom of steel
5 1/2"
129.53 bottom of steel where occurs
exterior stucco
4
6x12
5 1/2"
3/4"
exterior stucco
3 1/2"
1 5/16"
3/8" x 3" x 8" t.s.
2" 1 1/ 2" 7 1/
4
2'-2
2" 1 1/ 2" 7 1/
130.32 new plate height
4" 2 1/
4" 9 1/
6" 1/1 2'-1
this dim becomes smaller at this condition because of thickened wall
2" 1 1/ 2" 7 1/
5/8" densglass sheathing taped with fire-rated tape
1024 harding ave. no. 202 venice, california 90291 310.663.6692
" 1/4 6'-4
131.48 new plate height
plywood sheathing per structural drawings
Lot 05 4" 2 1/
plywood sheathing per structural drawings
4" 9 1/
5/8" densglass sheathing taped with fire-rated tape
5 1/2"
5 1/2"
3 1/2"
1 1/4" 2"
existing slab
1/4"
9"
120.25 ground
1'-0 11/16"
4"
3 1/2"
2"
1 1/4"
1/4"
9"
120.25 ground
new slab
1'-0 11/16"
flring material lw conc / insul.
120.71 e. slab 4"
1 1/4"
new slab
copper flashing rocks set on mortar
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap 121.00 f.f.
flring material lw conc / insul.
120.71 n. slab 1/4"
120.71 new slab 9"
121.00 f.f.
flring material lw conc / insul. 4"
121.00 f.f.
3 1/2"
3/4" 5 1/2"
bottom of door sill 1 7/8" below finish floor
1 1/8"
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
3 1/2"
r-19 batt insulation
2"
3/4" ship lapped wainscoting
120.25 ground
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
slab condition - new slab at mstr bdrm
1 1/2"=1'-0"
7 slab condition - new slab at sitting /breezeway
1 1/2"=1'-0"
4 slab condition - existing slab at west side of living room
1 1/2"=1'-0"
2
5 1/2" 3/4" 5/8" 5 1/2"
3/4" ship lapped wainscoting
3"
1 1/4"
1 1/4"
4"
3 1/2"
120.75 new slab
6
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
Issued
see detail 2/A9.1 for eave dimensions
to be filled with mortar or equivalent
4
Description
08.24.12
slab drawing issue
08.30.12
slab drawing corrections
129.00 window opening
footing per structural drawings
5 1/2"
Sheet Title
4" 1 1/4"
2"
3/4" ship lapped wainscoting
existing slab
bottom of door sill 1 7/8" below finish floor Drawing File
121.00 f.f.
Scale
120.71 e. slab copper flashing
Drawn By
rocks set on mortar
waterproof membrane - 12" wide stucco tape with universal water based primer, both by protecto wrap
1'-8 3/16"
2"
new slab 4" 1 1/4"
4"
0.59
4"
1/4"
12
1 1/8"
r-19 batt insulation 5 1/2" 3/4"
flring material lw conc / insul.
3 1/2"
6 5/8"
1 1/4"
2"
waterproof membrane 3 1/2"
new slab
1'-4"
1 1/4"
see detail 8/A9.2
exterior details 4"
1 1/4"
1 1/4"
2'-0"
1 1/2"=1'-0"
new slab
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
5 1/2"
120.25 ground
slab condition - at east wall of master bath
this dim becomes smaller at this condition because of thickened wall
6x12 moved to inside edge of framing to match outrigger at west side of room
3 1/2"
rocks set on mortar waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
131.48 new plate height
6 5/8"
copper flashing 4"
9"
120.25 ground
6"
exterior stucco
2 3/4"
rocks set on mortar
121.00 f.f.
3/4" 5 1/2"
new slab
copper flashing
Project Name
outline of tub
r-19 batt insulation bottom of door sill 1 7/8" below finish floor
1/1
3/4"
3"
1 1/2"
waterproof membrane
1/4"
9"
120.75 new slab
sealed concrete slope per slab drawing
5 11/16"
3/4" ship lapped wainscoting
flring material lw conc / insul. 4"
121.00 f.f.
3 1/2"
3/4" 5 1/2"
bottom of door sill 1 7/8" below finish floor
1 1/4"
r-19 batt insulation
6'-3
finished material
see detail 8/A9.2
waterproof membrane
this dim becomes smaller at this condition because of thickened wall
1 1/ 2" 7 1/ 2"
see detail 8/A9.2
9 1/ 4"
2 1/ 4"
plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape
slab condition - at master shower
5 slab condition - new slab at master tub
1 1/2"=1'-0"
3
slab condition existing slab at east side of living room
jrm
Job martin and costin Sheet
119.32 ground
1 1/2"=1'-0"
as noted
1 1/2"=1'-0"
1
A9.10
8 11
" /16
" /16
8
1024 harding ave. no. 202 venice, california 90291 310.663.6692
plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape
16" 11/
irregularly sized board in order for eave to match pattern from ridge this dim becomes smaller at this condition because of thickened wall
2'-1
5/8
5
1 8"
" 1/8 " 6 1 / 3 16" / 1 1
6x12
exterior stucco
" 3/8p) (ty
6x12
16" 7 5/
3"=1'-0"
6
6 13
" /16
5 1/2"
" 7/8 " 1/2 " 6 3/1
exterior stucco
6" 1/1 + _5 1 p.) " (ty 3/8 " /16 8 11 8" 4 7/
1 1 4"
p.) " (ty 3/8 " /16 8 11
8
16" 11/
+5 7
/8"
i
1"
8
1 1 4" 16" 11/
" /16
5
see detail 2/A9.1 for gutter dimensions
6 15
1 8"
see detail 2/A9.1 for gutter dimensions
"
3/4"
8 11
8" 4 7/
" /16 6 15
8 11
8" 4 7/
" /16
Lot 05
" /16
3 1/2" 1 7/16"
2x2 against thickened wall condition to sit flush against fascia board with no relation to t&g joint
8" 4 7/
8 11
ceiling board layout at master bedroom
1 1/2"=1'-0"
3
plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape
2x2 against un-thickened wall condition to sit flush against fascia board with no relation to t&g joint
see detail 2/A9.1 for gutter dimensions
5
16" 7 5/
p.) " (ty 3/8 " /16 8 11
8 11
" " /16 + 5 3/8
i
1 1 4"
3 1/2"
3/4"
" 3/8 ) (typ
5 1/2"
" 7/8 " 1/2 " 6 3/1
" 1/8 " 6 1 / 3 16" / 11 16" 7 5/
" /16
1 8"
8 11
8" 4 7/
/8" + _6 7 " /16 8 11
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
ridge detail @ master bedroom and breezeway 8" 4 7/
11 3
8 11 8" 4 7/
8 11
" /16
3"=1'-0"
5 ceiling board layout at breezeway
1 1/2"=1'-0"
2 Issued
" /16 8 11
Description
area to be filled in based on undetermined space due to creep of ceiling board placement 08.24.12
slab drawing issue
" /16
8" 4 7/ plywood sheathing per structural drawings 5/8" densglass sheathing taped with fire-rated tape
" /16
131.48 new plate height
131.48 new plate height
6'-4
" 1/4
i
" + 3/4 " /16 8 11 /8" +1 7
Sheet Title
i
exterior details
exterior stucco
exterior stucco
3/8" x 3" x 8" t.s.
3/8" x 3" x 8" t.s.
" /16 8 11 " /16 1 13
5 1/2"
Drawing File
begin with this board and lay up towards ridge. adjacent board layouts are derived from here
Scale Drawn By
see detail 2/A9.1 for gutter dimensions
ridge detail @ master bedroom and breezeway
3"=1'-0"
4
ceiling board layout at living room
Sheet
3/4"
129.00 window opening
martin and costin
3 1/2"
129.00 window opening
jrm
Job
5 1/2"
see detail 2/A9.1 for gutter dimensions
as noted
1 1/2"=1'-0"
1
A9.11
PLYWOOD
new conc. retaining wall
new slab
2"
new slab
lw conc / insul.
120.71 t.o.w.
1/4"
2"
new conc. retaining wall
basement level
120.71 slab
1/4"
3 4"
121.00 f.f. at laundry
flring material
4"
lw conc / insul.
1
2" 4"
new slab
1/4"
new conc. retaining wall
120.71 t.o.w.
120.71 slab
1 2"
lw conc / insul.
ground floor
121.00 f.f. at laundry
flring material 7"
flring material 120.71 t.o.w.
1 1/4"
121.00 f.f.
4"
1 1/4"
1'-0"
1024 harding ave. no. 202 venice, california 90291 310.663.6692
1 1/4"
FINISH WOOD PER INTERIOR FINISH SCHEDULE
4"
Lot 05
needs to be fire rated door. what does threshold look like? elevator shaft
3 4"
7"
1
1 2"
1'-0"
120.71 slab
1'-0"
1'-0"
1'-0"
2x10 ledger??
2x10 ledger
8"
8"
new retaining wall at stairs to bedrooms 7/8"
1 1/2"=1'-0"
9
8"
new retaining wall at basement stairs
1 1/2"=1'-0"
6 new retaining wall at elevator shaft
1 1/2"=1'-0"
3
5 1/2"
1 1/4" 2" 120.58 t.o.w.
6"
new slab
framing per structural plan
1'-0"
framing per structural plan
new conc. retaining wall
120.71 slab
1/4"
2"
new slab existing slab
121.00 f.f. at laundry
flring material lw conc / insul.
1'-0"
4"
2"
1'-0"
new conc. retaining wall
120.71 slab
flring material lw conc / insul.
4"
lw conc / insul.
120.58 t.o.w.
1 1/4"
121.00 f.f. at laundry
flring material
3/4"
new slab
1/4" 2"
new conc. retaining wall
120.71 slab (n) 4"
120.71 t.o.w.
1 1/4"
flring material lw conc / insul.
#4 dowels @ 32" o.c.
121.00 f.f.
1/4"
stairs to basement
3/4" 2" 1 1/4"
1 1/4"
hat channels
8"
8"
8" 2'-0"
interior wall at basement stairs
1 1/2"=1'-0"
8
typical transition between slabs at retaining wall
1 1/2"=1'-0"
5 new retaining wall at basement
1 1/2"=1'-0"
2
1 1/4"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
124.41 f.f. at guest bedrooms
2" 11 7/8"
3/4"
3/4" 11 7/8"
11 7/8"
3/4"
2"
124.41 f.f. at guest bedrooms
2"
124.41 f.f. at guest bedrooms
1 1/4"
1 1/4"
Project Name
Issued
Description
08.24.12
11 7/8" TJI 230 @ 16" o.c.
11 7/8" TJI 230 @ 16" o.c.
'type x' 5/8" gypsum
11 7/8" TJI 230 @ 16" o.c.
'type x' 5/8" gypsum
'type x' 5/8" gypsum
3 1/2"
1 1/8"
121.00 f.f. at entry hallway
flring material lw conc / insul.
120.72 slab (n) 2" 1/4"
new slab
1/4" 2"
new conc. retaining wall
120.72 slab (n) 4"
120.72 t.o.w.
121.00 f.f. at entry hallway
r-19 batt insulation bottom of door sill 1 7/8" below finish floor
4"
1 1/8"
flring material lw conc / insul.
waterproof membrane
reclaimed wood at hallway
3 3/8"
reclaimed wood at hallway
hat channels
3 3/8"
7/8"
slab drawing issue
Sheet Title
exterior details
121.00 f.f. 120.91 t.o.w.
120.91 t.o.w. copper flashing
new slab
rocks set on mortar Drawing File
1'-0"
1'-0"
Scale Drawn By
as noted jrm
Job martin and costin
119.32 ground Sheet
8"
interior wall at basement/entry hall
8"
1 1/2"=1'-0"
7
interior wall at basement/entry hall
1 1/2"=1'-0"
4 exterior wall at basement east wall
1 1/2"=1'-0"
1
A9.12
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
.
6
.
3
.
5
.
2 Project Name
1 1/2" waterproof membrane
1 7/8" door sill beyond
wood flooring cork 2"
lw conc/insul. existing slab 4"
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
rocks set on mortar
note dimensions for placement of (n) stud
1 1/2" vif
121.00 f.f.
1/4"
2" 4"
bottom of door sill 1 1/2" belowfinished floor
120.71 e. slab
1'-5 15/16" (varies)
1 5/8"
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap
wood sill
copper flashing
new slab
drip
1/2"
120.90 n. slab
lw conc/insul.
120.71 N. slab
rocks set on mortar
1 1/8"
wood flooring cork
casing beyond
1/2" 3/4"
1/2" 3/4"
1 1/4"
121.00 f.f.
1/4"
2"
copper flashing
new slab 4"
bottom of door sill 1 1/2" belowfinished floor
120.90 lw. slab
lw conc/insul.
120.71 N. slab
wood sill
5/8"
wood flooring cork
120.90 lw. slab 1/4"
5/8"
1/2" 3/4"
1 7/8"
1/2"
R-19 BATT INSULATION
1/4" x 4 1/2" SDS @ 12" o.c. (n) 2x p.t. plate (e) mudsill to remain
waterproof membrane exterior 5/8" 1/8" R-19 BATT INSULATION
1/2"
Issued
wood sill
Description
08.24.12
slab drawing issue
bottom of door sill 1 1/2" belowfinished floor
copper flashing
waterproof membrane 12" wide stucco tape with universal water based primer, both by protecto wrap Sheet Title
(n) blocking
1'-5 15/16" (varies)
casing beyond
casing beyond
121.00 f.f.
casing beyond
3/4"
exterior
5 1/2"
interior
1 7/8" door sill beyond
1 1/2"
2 1/4"
8 3/8"
interior
5/8" 1/8"
1 1/2"
1 1/8" 3 1/2" (e) stud
2"
exterior
interior
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
3/4" ship lapped wainscoting
rocks set on mortar
exterior details
1'-6 3/16" (varies)
6 5/8" (n) stud
3/4"
3/4" ship lapped wainscoting
5 1/2"
6 5/8" (n) stud
Drawing File
1'-4" (n) footing
1'-4" (n) footing finished grade
Scale
finished grade
119.41 ground
finished grade
119.41 ground
Drawn By
new slab edge at sliding door 117
7 slab edge at new wall east facade
3"=1'-0"
jrm
Job
119.43 ground
martin and costin
(e) footing to remain (VIF)
3"=1'-0"
as noted
4 slab edge at existing wall east facade
Sheet
3"=1'-0"
1
A9.13
4 1/2"
4'-7"
1 1/2"
2'-1 7/8"
1 1/4" 1'-2 3/4"
1'-4 1/4" 1 1/4" 1'-9 1/2"
custom hood 2'-6 3/4"
1 1/4" 2'-2"
1'-4" 4 1/2"
1'-0 1/2"
1/2" 1" 1/2"
1'-3" 4"
4"
2'-0 3/4" 2'-0"
25"
1'-0"
1/2" x 1/2" walnut with bottom reveal
freezer
4"
2'-0 3/4"
2'-1 1/8"
25"
2'-1 7/8"
pot and pans drawer broom closet cleaning supplies
1024 harding ave. no. 202 venice, california 90291 310.663.6692
4'-10"
1" eq.
1" eq.
refrigerator
freezer
2'-4"
open shelves
1 1/4"
3 1/2" 1" 11"
2'-3"
1'-11 7/8"
1'-10 1/2"
1'-3" 1/2" 1" 1/2"
1" 11 5/8" 1"
1'-4 3/4"
3'-0"
4'-0 1/2"
1'-3 5/8"
3'-0"
Lot 05
8 3/4"
top of bracket
eq.
10 1/4"
1 1/4" 9" 1 1/4" 11 3/4" 1'-3 1/2"
1'-3"
SIDE OF BROOM CLOSET
3" 1'-5 1/8"
1" 10 5/8"
eq.
4"
2'-1"
1 1/2"
2'-7"
8'-2" verify
top of bracket
2'-8"
3'-0 3/4"
1 1/2"
1 1/2"
adjustable shelves
trash pull-out 9'-2 5/8"
dishwasher
9'-2 5/8"
WEST
EAST
SOUTH
oven/stove
NORTH
KITCHEN
2
space for mini split system
205
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
206
C-30765
REN. 04.30.13
tv tel
2'-4 1/2" 1 1/2" 1 1/4"
4'-1" 3/4"
2'-2 1/4"
3/4"
1'-9 1/4"
eq.
1 1/2" typ.
203
1'-2" 8" clear drawer depths 1'-4" 10" cabinet depths
NORTH
06.21.10
plan check corrections
06.28.11
progress set
3/4"
permit set submittal
1 3/4"
8"
9 1/2"9 1/2"
1'-10 1/2"
1'-10 3/8"
2'-1 7/8"
2'-1 3/4"
interior elevations 11 1/2"
4"
1 1/2"
cp tel tv
adjustable shelf outlet on side of cabinet at top! for plugging in laptop
10.20.09
1 1/2"
1 1/2"
6 11.1
5 11.1
8"
1 1/2"
Description
Sheet Title
1'-9 3/4" 1 1/2" 4"
1 1/2"
44 1/64"
3/4"
6"
1 1/4"
6"
1 1/2" 3/8"
1 3/4"
3/4"
4"
electrical conduit to run along inside between frame of cabinet and drawer
1 1/2"
1 1/2" 1 1/2" 1'-3 3/4"
1 1/4" 1 1/2"
204 2'-4 1/2"
3/4"
7 11.1
WEST
7'-0 3/4"
to match other kitchen cabinet face design
3/4"
4"
1 3/4"
eq.
3'-0"
1 3/4" typ.
SOUTH
3/4"
RN
SOUTH
Issued
min. clear inside depth of drawer to be 14"
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
EAST
2'-2 1/4"
OF C
Project Name
8"
8"
3'-6"
TE
IA
A ST
207
205
204 Drawing File Scale Drawn By
not a toe kick
shelf 10" deep
WEST
EAST
1/2"=1'-0" krb
Job
NORTH
martin and costin Sheet
KITCHEN ISLAND
3
ACCESSORY LIVING
1 A10.1
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
137
EAST
SOUTH
WEST
NORTH
ENTRY CLOSET
eq.
eq.
open to yoga room
101
EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
open to entry hall
3
C-30765
REN. 04.30.13
4'-0" 3 1/2" typ.
SOUTH
eq. typ.
west
eq. typ.
eq. typ.
3 1/2" typ.
3"
201
RN
NORTH
VESTIBULE
hooks for robes
A LI F O
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
8"
8" eq. typ.
OF C
Project Name
137
EAST
IA
6'-0"
A ST
TE
2
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
translucent glass
201
3'-6" verify with owner
11 1/8"
2 1/4"
open
6 1/4"
5'-8"
verify with owner
1'-2 3/4"
hair dryer
11 1/2"
interior elevations
8" verify with owner
1" 4"
8"
4'-0"
verify with owner
6"
Sheet Title
Drawing File Scale
1/4"=1'-0"
Drawn By
krb
Job
EAST
EAST IN SHOWER
SOUTH
WEST
2" 3 1/2"
martin and costin
NORTH
GUEST SUITE BATHROOM
Sheet
1
A10.2
Lot 05 206
1024 harding ave. no. 202 venice, california 90291 310.663.6692
205
207
eq.
eq.
3 1/2" eq. 102
eq.
106
TH 104 6'-0"
102
4'-0"
4" eq.
eq.
3 1/2"
EAST
C
eq.
EN
SOUTH
KIRK! BLASCHKE
2
E
C-30765
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3 1/2"
eq. typ. 3 1/2" typ.
LI
eq. typ. eq.
8"
14"
8"
8"
8"
telephone
TE
IA
4'-0"
3 1/2" typ.
OF C
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Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
3 1/2"
7 11.1
203
Description
48"
Issued
10.20.09
permit set submittal
06.21.10
plan check corrections
detail in progress
2 A11.1
3 A11.1
1 A11.1
upper cabinet at soffit depth
5 11.1 Sheet Title
1'-6"
interior elevations
1'-6"
12 1/8"
18 1/2"
36 7/8"
104
Drawing File
103
3 1/2" eq. typ.
eq. typ.
3 1/2"
9 1/2"
24 3/8"
Drawn By
6'-0" eq. typ.
1'-1" 3 1/2"
eq.
3 1/2"
eq.
3 1/2" 1'-1"
WEST
krb
Sheet
4'-11 3/8"
4'-0"
martin and costin
8"
8"
1'-2"
8" eq. typ.
1/4"=1'-0"
Job
33 1/2"
3 1/2" typ.
6'-0"
6 11.1
3 1/2" typ.
17"
Scale 3 1/2" typ.
105
3
NORTH 24" deep
6 x6 post at soffit depth
1
A10.3
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
2 A9.2
th
mech. return 140
west
135
138
north
more opaque option for door, wood only
east
139
rice paper door
master hallway
2
112
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KIRK! BLASCHKE
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113
C-30765
REN. 04.30.13
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Project Name
4'-0" typ.
3 1/2" typ. eq.
3 1/2" typ.
3 1/2" typ.
8"
133
EAST
cl
eq.
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
3 1/2" typ. 112
tv
typ.
cp cl
cl
eq.
eq.
eq.
eq.
cl
eq.
eq.
cl
eq.
eq.
eq.
south east | perpendicular Issued
discuss corner post with bruce and marv, do they think it is needed structurally?
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
discuss ceiling layout with bruce
9"
2 A9.2
9"
Sheet Title
interior elevations
open to closet hall
111
Drawing File
5
6'-0"
south
141
A11.1
3 1/2" typ.
6
3 1/2" typ.
Scale
3 1/2" typ.
A11.1
Drawn By
3 1/2" typ. 135
tel.
1/4"=1'-0" krb
Job martin and costin Sheet
cl
west
eq.
cl
eq.
eq.
cl
eq.
eq.
cl
eq.
eq.
cl
eq.
eq.
cl
eq.
north
eq.
cl
eq.
eq.
cl
eq.
eq.
cl
eq.
eq.
eq.
master bedroom
1
A10.4
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
3'-6"
pullout full length mirror pullout ironing board
6" 6"
hamper
east
island south side
toe kick supply grill
west
south
north
master closet II
2
EN
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KIRK! BLASCHKE
E CT
C
island north side
3'-6"
6" 6"
140
6"
141
6"
3'-5"
6"
6"
3'-5"
6"
6"
align
C-30765
REN. 04.30.13
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Project Name
soffit for plumbing line into ceiling
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
soffit for plumbing line into ceiling
3'-6"
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
pullout full length mirror
6"
3'-6"
3'-5"
6" 138
Sheet Title
interior elevations
6"
139
6"
6"
3'-5"
6"
6"
6"
6"
5'-10"
6"
align
east
south
island south side
west
toe kick supply grill
island north side
north
master closet I
Drawing File
1
Scale
1/4"=1'-0"
Drawn By
krb
Job martin and costin Sheet
A10.5
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
110
136
EAST
south
west
north
toilet
3
supply grill
electrical box on side of post
electrical box on side of post
KIRK! BLASCHKE
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shower niche
EN
C-30765
OF C
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3'-9"
TE
IA
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5'-8"
REN. 04.30.13
Project Name
toe kick supply grill
south
toe kick supply grill
west
master bathroom sink and shower
2
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
supply grill
Sheet Title
interior elevations
pullout makeup mirror
109
135
Drawing File
3 1/2" typ.
4'-0"
108
pullout makeup mirror
4'-6"
mirror
5'-8"
cabinet by owners 2'-10" wide 5'-0" tall 1'-3" deep
136
Scale
1/4"=1'-0"
110
towel storage
Drawn By
krb
Job martin and costin
east
south
makeup counter west
west
cl
eq.
eq.
Sheet
north
typical spacing
master bathroom
1
A10.6
Lot 05
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KIRK! BLASCHKE
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1024 harding ave. no. 202 venice, california 90291 310.663.6692
C-30765
REN. 04.30.13
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113
OF C
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Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
south
Issued
Description
Sheet Title
interior elevations
Drawing File Scale
109
133
1/2"=1'-0"
Drawn By
tv
cp
krb, jrm
Job martin and costin
west
Sheet
north
master bathroom
1
A10.7
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
3 3/4"
2 1/2" 5 1/2"
1 1/2"
1 1/2"
3/4" 5 1/2"
1 1/2"
REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.
3/4"
2x2 steel tube @ 3/16" thick attach wood framing to steel tube
FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS
7/16" 5/16"
FRAMING PER DIMENSIONED PLAN AND STRUCTURAL DRAWINGS
TOP OF CASING BELOW
7/8" concrete floor slab with radiant heating
VERTICAL CASING BEYOND
1/4" 1"
3/4" 1/8" 7/8"
1/2"
1"
removable panel to access plumbing lines
5/8 densglass
(4) 1/4" x 6" SDS structural wood screws per base plate two each side of tube, align screws with center of lvl
BATT INSULATION MINIMUM R-19
port orford wood to be stained
eq. 1/2"
finished floor (material varies)
BATT INSULATION MINIMUM R-19
5" x 3 1/2" x 1/4" thick steel base plate welded to steel tube
1"
top of wainscoating below
4"
WALL FRAMING PER STRUCTURAL DRAWINGS
3/4"
1"
port orford wood to be stained
REFER TO INTERIOR ELEVATIONS FOR MOULDING SPECS.
eq. 1/2" 1/2" 5/8"
BLOCKING
6X6 INTERIOR ROOF RAFTER
align with moulding that runs around west and east side of room
3/4" 5/8" 1/2"
3/4"
vertical casing beyond
1/4" 3 1/2"
varies
1/8"
4"
3/4"
batt beyond, inset 1/8"
1'-2"
1 1/2"
3 1/2"
1/8" 7/8"
2X2 NOTCHED INTO 6X8
5 1/2"
3/4"
7 1/2"
3'-6"
1 5/8"
plaster wall
3 3/8" 1 1/4"
1 3/4"
9/16"
3/4" plywood notch corner of fascia board to let in stucco
(2) 1 3/4" x 14" LVL
8'-1/4" above finished floor
1 1/4" stucco
3/4"
3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.
waterproof membrane EN
KIRK! BLASCHKE
LI
INTERIOR WALL @ CEILING
3"=1'-0"
7
VERTICAL CASING
3"=1'-0"
5
PARTIAL WALL
3"=1'-0"
4
SECTION THROUGH SOFFIT ABOVE DOOR
1 1/2"=1'-0"
AR CH SED IT
2
E CT
C
plywood per structural drawings
C-30765
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Project Name
3 3/4" 1 1/2"
3 3/4"
9/16"
1 1/2"
3/4"
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
1 1/2"
7 1/2"
7 1/2"
plaster wall 10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
batt beyond, inset 1/8"
Sheet Title
interior details
1"
1" 1/4" 1/2"
removable panel to access plumbing lines
1/2"
1"
3/4" 1/8" 7/8"
align with moulding that runs around west and east side of room
eq. 1/2"
1/2"
eq. 1/2"
1/4" 1"
5/8"
3/4"
14 7/8"
1"
finished floor (material varies)
align with moulding that runs around west and east side of room
eq. 1/2" 1/2"
eq. 1/2" 1/2" 5/8"
3/4"
1"
4"
7/16" 5/16"
3/4" 1/8" 7/8"
1'-2"
vertical casing beyond
Drawing File
1"
Drawn By
as noted krb
Job
3 1/2"
3/4" 5/8" 1/2"
3/4" 5/8" 1/2"
Scale
martin and costin Sheet 8'-1/4" above finished floor
8'-1/4" above finished floor
mechanical unit , see mechanical plans 3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.
INTERIOR WALL @ FLOOR
3"=1'-0"
6 SECTION THROUGH SOFFIT
3/4"
3"=1'-0"
3
3/4" thick but joint tongue and groove ceiling to match ceiling in yoga room.
SECTION THROUGH SOFFIT AT MECHANICAL UNIT
A11.1 3"=1'-0"
1
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
we lose an 1 1/2" in height of the space! over the width of the unit.
existing 2x2 ceiling pieces to be cut at face of casing
steel tab to accept magnets! at verticals 1 1/4"
2"
2 1/4"
fixed
3/8" 3/4" plywood
5/8" drywall 3 1/2"
3/4"
3/8"
3 1/2"
3/8"
all horiz. spacing equal (typ.), see int. elevation ! 1 1/8"
magnets embedded! in screen at! verticals
1/16" 3/8"
2x2 L bracket with a steel plate at each end to attach to wall, drill two holes in end plate to attach to blockin in wall
1'-5 7/8" at high side of unit (east side)
3/8" 1/16"
1'-0" clearance of door swing
1" min.
2x2 L bracket with a steel plate at each end to attach to wall, drill two holes in end plate to attach to blocking in wall
placement of screen members per interior elev.
1/2"
mechanical unit ! heat pump mitsubishi! msz-ge18na! height 11 5/8"! width 31 7/16"! depth 9 1/8"! !
fixed
3 1/2"
1 1/2"
2 1/2" clr.
counter-sink threaded rod into blocking (typ.)
3 1/2"
1 1/2" studs layed flat, verify spacing below unit
3/8"
3/8"
make an opening in plywood for future maintenance 2'-3/8" 2'-1 7/8"
detail at screen
EN
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scale: 3"=1'-0"
C-30765
REN. 04.30.13
1"=1'-0"
2
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SCREEN AT GUEST SUITE
OF C
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Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
starfire xenflex light with glass lens
4 1/4" starfire xenflex light with glass lens
84 3/4" above! finished floor! (height of! typ. door! casing)
6 9/16"
1'-6 7/8"
1 1/2" 3 1/2"
6 9/16"
option c
4 1/2" Issued
option b 1 1/2"
6"
2'-10"
2 1/4"
glass
37"
place transformer in! cabinet below sink
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
2'-2 1/2"
option a
align
4 3/4"
align all horiz. spacing eq. (typ.) 1 1/8"
eq.
C L
wood spacer beyond
eq.
1/8"
3/4"
1/8"wood spacers to be flush with top of shelf
6"
1/8" typ. spacing
interior details
47 3/4" above! finished floor
1 1/2"
1/8"
3/8" x 1" (typ.) 1/4" x 1" (typ.)
Drawing File
1"
8 3/4" (v.i.f.)
align typ.
align typ.
4 1/2" (v.i.f.)
all grid members to be 1/2" x 1 1/4" C L 3 1/2" 2" 2"
3/8" x 1" (typ.) 1/4" x 1" (typ.)
1"
all vertical spacing eq. (typ.) 1 1/8"
3/16" routed for bracket
Sheet Title
Scale
3 7/8" routed for bracket Drawn By
4 3/4" wood spacers flush with bottom of shelf where routing for metal bracket does not occur
as noted krb
Job martin and costin Sheet
8'-2 5/8" clr. (v.i.f.)
A11.2 DETAIL
1 1/2"=1'-0"
1
Lot 05
3/16"
3
line of brass trim beyond copper face 3/16" thick brass trim hood liner 40 oz. copper sheet (typ.)
brass trim below
1 3/4"
3/16" vertical brass strap 3/16"
portion of horiz. trim that folds over vert. trim beyond
screw, counersunk nylon washer and nylon washer per manufacturer's recommendation
hood liner
welded corners @ bottom edge of 3/16" hood (typ.) 15/16"
tolerance 1/16"
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KIRK! BLASCHKE
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butt joint, not welded
E CT
1/16" tolerance 15/16"
40 oz. copper sheet (typ.)
6"=1'-0"
top of brass return below
hood liner
3/16"
5 detail
3/8"
1 3/4"
tab to secure hood to beam
welded corners @ bottom edge of hood (typ.)
15/16"
tolerance 1/16"
6"=1'-0"
roof beam
3/8"
hood liner
7 detail
1 1/4"
3/16"
3/16" horiz. brass strap
1/16" tolerance hood 15/16" liner
6"=1'-0"
3/16"
15/16"
detail
screw, counersunk nylon washer and nylon washer per manufacturer's recommendation
40 oz. copper sheet (typ.)
hood liner 1/16" tolerance 15/16"
1/16" tolerance 15/16"
3/16"
hood liner
3/16" horiz. brass strap
line of rear wall
3/16" thick brass trim hood liner
15/16"
40 oz. copper sheet (typ.)
1024 harding ave. no. 202 venice, california 90291 310.663.6692
line of brass trim beyond
hood liner
hood liner
butt joint where horizontal brass strap meets vertical
15/16"
1/16" tolerance
1/16" tolerance 15/16"
wood trim cut to meet vertical strap
C-30765
REN. 04.30.13
6"=1'-0"
4 detail
6"=1'-0"
2
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A ST
detail
6"=1'-0"
OF C
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Project Name
line of copper behind roof member
verify exact location of member and if hood can slide behind line of ceiling copper face
eq.
2'-6 3/4"
eq.
cl
eq. typ.
3
eq.
cl
3/16"
HOOD LINER (ver.)
3/16"
3/16"
4
1 1/4"
detail
3/16"
detail
detail
5
5
3/8" rivet typ. detail
1'-7 1/4"
4 detail
3/16"
eq. typ.
cl
3/16" 1 1/4"
3/16"
1 1/4"
7
eq.
this piece overlaps this piece (typ)
detail
eq.
3"
3/16"
3/16"
3/16"
3/16" eq. typ.
7
2'-5 13/16" (V.I.F.)
cl
eq. eq.
3/16"
1/2" typ.
eq.
detail
HOOD LINER (ver.)
exhaust ! beyond
3/8" rivet typ. exhaust ! beyond wood trim butt joint horiz. strap into vert. strap
cl
2'-4 3/8"
1 1/4" cl
cl
3/16"
1 3/4"
cl
eq.
wood trim beyond cl
2'-5 13/16" (V.I.F.)
1 3/4" eq.
3/16"
brass trim
3/16"
cl
this piece overlaps this piece (typ)
eq. typ.
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
interior details
Drawing File
eq. typ.
eq. typ.
eq. typ.
Scale
detail
2
Drawn By
2
2'-6 3/4"
1'-9 7/16"
Description
fold copper back at edges copper face sits beyond roof member, see north elevation
6
1 1/4"
1'-5 5/8"
1 1/4"
2'-4 9/16" (V.I.F.)
HOOD LINER (ver.)
1 1/4"
detail
eq.
1'-7 1/4"
2'-4 9/16" (V.I.F.)
cl
3/16"
hood liner holes for attaching hood to wall
align top of trim with underside of roof beam
detail
cl
(V.I.F.)
1 1/2" 3/16"
eq.
HOOD LINER VER.
1 1/4"
exhaust beyond wood trim butt joint horiz. strap into vert. strap
3/16"
2'-4 3/8"
open to wall
3/8" rivet typ.
3/16"
1 1/4"
fold copper back at edges
2'-8 11/16"(v.i.f.)
3/16"
align top of trim with underside of roof beam
Issued
1 1/4" copper folds below roof member
2'-8 11/16"(V.I.F.)
2'-10 1/2" (V.I.F.)
exhaust
tabs to secure hood to beam (4) locations, see details
1 3/4"
copper beyond
line of roof member in front of hood
1'-4 3/4"v.i.f.
roof beam
fold copper back top line of copper beyond
copper beyond
copper face
roof beam
1'-4 3/4" v.i.f.
tabs to secure hood to beam
roof beam beyond exhaust
line of ceiling
2'-10 1/2" v.i.f.
roof member
roof member extend brass strap 1/2" above roof member
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
1'-9 7/16"
as noted JRM
Job martin and costin
NORTH
WEST
SOUTH
Sheet
EAST
A11.3 GUEST SUITE KITCHEN RANGE HOOD
1 1/2"=1'-0"
1
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692 LOW VOLTAGE TRANSFORMER FOR FRONT YARD LANDSCAPE VERIFY LOCATION AND LAYOUT WITH LANDSCAPE DESIGNER
CONNECT TO PHONE SYSTEM
electrical notes
SEE GROUND FLOOR ELEC. PLAN
FOR VEHICULAR INTERCOM AND CAMERA
J
GENERATOR
125
A/C A/C
J
J GATE MOTOR
A
45
J
J
1. Obtain a signed plan from the power company which approves sizes, locations, and specific clearances of main service and panel, any transformers, U.G. lines, new poles, overhead lines, and any other related electrical information over which the power company has authority. Contractor shall submit approved plan to Architect for review prior to start of construction.
J
GATE LIGHTS
SEPTIC SYSTEMS
2. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, schedules, and calculations, have plans checked and obtain and include price of electrical permits for all electrical systems and equipment.
- 200 AMP SUBPANEL IN BASEMENT 35
120
- 100 AMP SUBPANEL IN BASEMENT 90 115
WP
85
80 75
70 65
60
55
30
25
20
15
5
10
3. Unless noted otherwise, all conduits including garage door opener wire, low voltage systems, etc. shall be concealed in structure, attic spaces or underground. Any exceptions are to be reviewed with and confirmed in writing to the Architect.
50
110 105 100 95
4. Verify that any existing service, meter, main, panel, conduits and wiring to remain are adequate. Advise Owner prior to finalizing contract of any changes required.
J GATE MOTOR 115
5. If required, provide additional panel, capacity, breakers, circuits, etc., as required for new electrical loads, and verify location and scope of new or expanded service with the Owner and Architect. Contractor shall warrant all electrical loads and requirements for existing and new appliances, heating and air conditioning systems and other electrical equipment and fixtures.
130
6. Provide UFER or other approved ground per CEC 250. LOW VOLTAGE TRANSFORMER FOR LANDSCAPE LIGHTING VERIFY LOCATION AND LAYOUT WITH LANDSCAPE DESIGNER
7. Replace any wiring or conduits in poor condition, advising Owner of any extra costs prior to doing work. 8. Remove all unused existing fixtures, panels, wiring and conduit. 9. Rough-in boxes and housings per plan for all outlets, switches, fixtures, smoke detectors, sprinkler heads, security panels, telephone, T.V., Stereo speakers etc. for Owner and Architect walkthrough to confirm final locations and layout. This should be accomplished prior to pulling any conduit or wire.
105
CONNECT TO PHONE SYSTEM
FOR VEHICULAR INTERCOM AND CAMERA
SPA 100
115
95 90 85 80 85
70
65 60
55
50
45 40
35
5
10
30 25
20 15
10. Verify clearances for all recessed fixtures and advise Architect of any conflicts prior to ordering.
SPA HEATER
11. High efficacy luminaires must be pin based.
J J
12. Confirm fixture trim selection, diffuser lens and finish options with Architect prior to ordering. J
INSTANT HOT WATER HEATER
13. All recessed fixture trims shall be gasketed and tight fitting to prevent light leaks.
120
14. Luminaires recessed in insulated ceilings must meet requirements of ยง150(k) 5 125
J
J
15. All wiring shall be copper, in flexible or rigid conduit as specified by code. No "Romex" or other non-conduited wiring permitted.
HEAT A/C PUMP
RAILING
16. Verify style of dimmers, switches, outlets and other electrical devices. Assume Lutron Ariadni dimmers, etc. for bid purposes. Confirm material and standard color of all switches, outlets and cover plates with Architect prior to ordering.
125 AMP SUB-PANEL WITH 100 AMP / 240 VOLT BREAKER
17. Variable speed switches for fans or electric motors shall be certified and rated for motor capacities.
EN
KIRK! BLASCHKE
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18. Provide Title 24, Form 5, if required.
30 AMP / 240 VOLT (E) BOAT STORAGE ELECTRICAL TO REMAIN, FED FROM SUB PANEL NEAR SPA
REN. 04.30.13
A ST
20. All wall switches shall be stacked as shown on plans and located as close to casing or opening as possible so as not to encroach on usable wall space.
TE
21. All wall duplex receptacles, telephone, T.V. and other outlets shall be mounted horizontally 12" to center above finished floor, except at counters , where otherwise noted and where not approved. 22. Ground fault interrupter required for all exterior outlets, bathrooms, temporary panels and other wet areas required by code.
electrical schedule
j- box for appliances
rqd. no.
manufacture.
remarks
fixture type
generator backup
review appliance specifications for electrical requirements
S
single pole switch
coordinate w/ low voltage sub-contractor/ consultant. see elec. notes
S
3-way switch or more
clg. mount smoke detector
see electrical note # 26 and 27
TH
thermostat
see mech. plans & notes dual purpose, for fau and radiant floor
SP
ceiling mounted speaker
coordinate w/ low voltage sub-contractor/ consultant. see elec. notes
telephone, phone computer, etc. jack
per plans
remarks
wall sconce
verify
fixture to be supplied by owner
recessed cans
ver. trim - 3" platform
3-way dimmer or more
doorbell / intercom
ver. w/ arch./owner
iris or arch. approved eq.
ver. trim - 3" platform
recessed l.v. wall wash under cabinet lighting-low voltage
3D
J
fixture to be supplied by owner
iris or arch. approved eq.
ver. trim - 5" platform
24. Install one 120/240 V 30 Amp outlet in garage area to receive a Hubbel or equal "Insulgrip Twist-Lock" plug for temporary outdoor party use. Confirm exact location with Architect. 25. Outdoor Lighting. All luminaires mounted to the building or to other buildings on the same lot shall be high efficacy luminaires or shall be controlled by a photocontrol/motion sensor combination. 26. Every dwelling unit shall be provided with smoke detectors conforming to U.B.C. standard 43-6. Smoke detectors shall be located in every room used for sleeping purposes and in corridors or areas giving access to such rooms. Detectors shall be mounted on the ceiling or on a wall within twelve (12) inches of the ceiling when located in a room and in the ceiling or wall at a point centrally located in the corridor or area giving access to such rooms. In an efficiency dwelling unit, the detector shall be located on the ceiling of the main room. Where sleeping rooms are on an upper level, a detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit. Confirm type and locations of all devices with Owner prior to ordering and wiring.
key pad
S
volume control switch
coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.
1'-0" x 4'-0" fluorescent light
28. Verify fire alarm system, computer system, security system, lighting control system, stereo wiring, intercom system, low voltage landscape lighting, and other special systems or electrical requirements with Architect and Owner prior to finalizing contract.
flood light
29. Unless noted otherwise, pre-wiring for telephone shall be done with no less than 8 (eight) pair wire to each telephone jack location with home runs to main service.
porcelain socket ceiling mount
30. Stereo speaker wiring to be 16 gauge jacketed. Use outdoor grade where applicable.
waterproof recessed can
31. Each pair of speakers shall be controlled by a volume control switch to be located with Owner/Architect. There shall be a twisted cable data line installed from each volume control switch to the stereo system location.
VC
switched duplex receptacle
TV
television cable
coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.
4plex
4- plex receptacle
cp
computer/data
coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c.
gfi
ground fault interrupter
fl
fluorescent can
A
alarm
A
EF
exhaust fan
S
exhaust fan switch
ef
ps coordinate w/ low voltage subcontractor/ consultant. wiring n.i.c. minimum five air changeds per hour
10w frosted
starfire - xenflex
3" spacing-provide transformers as req'd. -ver. distanced, concealed locations w/ arch.
porcelain wall mount
ps
wp a
32. All wiring and devices shall be new. However, Contractor may reuse existing boxes and conduit if to code, in good condition and properly located. Otherwise replace with new.
recessed stair lights
33. Installation of all recessed and surface mount fixtures shall be included in rough electrical bid line item. sizing and position to be determined
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description progress set
06.28.11
27. Smoke alarms shall be communicating (interconnected) "Firex", 120 VAC, hardwired with battery backup, as manufactured by Kiddie and as approved by local agencies having jurisdiction.
garbage disposal switch
valance up-lights
Sheet Title
electrical site plan
34. Also, see ENERGY/INSULATION notes. Drawing File
S
D
Scale
switch and wiring on backup generator Drawn By
D
S
clock outlet
verify
remarks
dimmer switch
D
K
flush to floor when plug is in. brass cover
ver. w/ arch./owner
manufacture.
iris or arch. approved eq.
water proof duplex receptacle
recessed floor outlet
per plans
lamp
ver. w/ arch./owner
duplex receptacle
D
per plans
rqd. no.
ver. w/ arch./owner
jamb switch
duplex drawer outlet
room
ceiling mount or pendant
3
all accessible (near floor) outlets to have "baby proof" slide protectors
fixture type
generator backup
S
wp
verify
S
SD
per plans
manufacture.
S
J
rqd. no.
S
J
symbols
symbols fixture type
S
symbols generator backup
23. All branch circuits that supply 125 volt, single phase, 15 and 20 ampere outlets installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter(s). CEC 210.12. Note that requirement is for entire circuit, not just the outlets.
light fixtures
electrical schedule
E
C-30765
19. Light controls shall be 3'-10" to center above finished floor, unless noted otherwise.
(E) ELECTRICAL TO REMAIN
AR CH SED IT
CT
C
NEW 400 AMP ELECTRICAL PANEL AND METER
IA
LOW VOLTAGE TRANSFORMER VERIFY LOCATION WITH OWNER AND CITY
switch and wiring not on backup
1/16"=1'-0" jrm
Job martin and costin Sheet
NOTE: Switches ending on dash-dot lines are part of the backup generator system
E-1
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
emergency power loads
whole house water purification system
200 AMP SUB PANEL 100 AMP SUB PANEL
42" AFF
125/250 volt 30 amp outlet for caterers 230V-1PHASE 60 HZ 30 AMP DISCONNECT FUSED 25A (NOM.) C/W AUXILLIARY CONTACT.
ps
ps
fau #1 J for fau
for elev. J equp.
SS
33
fl
for fau
S
GFCI
120 1 PHASE 60 HZ DISCONNECT FUSED 15A
fl
low voltage system - tel., alarm, ethernet, etc.
MECHANICAL ROOM
sd
fl
J
J
fl
GARAGE
J
ps
S
fl
for boiler and storage tank
fau #2
J
3D
GARAGE DOOR KEY OPENER
ps
porcelain socket
S
for garage door opener J
fl
fl
fl
fl
fl
fl
KIRK! BLASCHKE
LI
C
AR CH SED IT
E CT
key opener
EN
C-30765
REN. 04.30.13
see ground floor electrical plan
IA
A ST
TE
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
electrical basement plan
Drawing File Scale Drawn By
1/4"=1'-0" krb/jrm
Job martin and costin Sheet
E-2
F A4.3
C
C A4.2
D
E
F J
J
A/C
A/C
E A4.3
G
for dishwasher
J
D A4.2
H
I
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
for garbage disposal
J SEPTIC PUMP
BBQ
GENERATOR
J
J
for washer and dryer
w/d
S3dS d
Sa
J
Sd
gfiS d
4plex
laundry
wp
gfi
for frig/frz
BED #2
J
DW
KITCHEN undercounter lights gfi
S3d
J
S4d S4d
cp
gfi
wp
gfi
GAS METER
cp
S4d S d S d
for rear landscape lighting
3
S
S3d
2
4d
S
2 for microwave
J
3'-0 5/8" sd
Sd
Sef S d
S4d
gfi
tv
EF
see basement electrical plan
a
BATH #1
J
gfi
for exhaust
sd gfi
th
for ref/frz
A A4.1 FRZ. J
REF.
SefS d
Sd
S4d
cp
gfi
BED #1
S
S4d
see basement electrical plan to lights at front of garage
for future ice maker
pantry
EF
J
seating nook
S4 th S3d S3d
S3d
3
S
3
LIVING
in cabinet
4plex
sd
gfi
tv
S dS dS d S d
S4d S4d
gfi
J
garbage disposal
Sa
EF
for oven
J
J
see site electrical plan to light at front pilasters
for dishwasher
J
gfi S3d S4dS4d
BATH #2
SefS d
dw
S3d
4d
computer and outlet ! for wif relay/booster for courtyard landscape lighting
recessed floor outlet
cp
EN
KIRK! BLASCHKE
LI
a
AR CH SED IT
E CT
C
cp
computer and outlet ! above doors for potential! wifi relay/booster
J A4.5
G A4.4
for courtyard landscape lighting
review with Bruce! which lights will be on! the emergency generator.
for front landscape ltg.
Sd
sitting area
computer and outlet ! above closet soďŹƒt for potential! wifi relay/booster screen
Issued
wp
cp
UP 19R @ 7.51"
for future install.
landing above with 1 3/4" x 14" LVL
SS
tv
d 3d
cp
for rear landscape lighting
SSS a
d
S dS3dS3dS4d
S S S SS d d 4 d
th
3d
3d
tv
to courtyard landscape lighting
gfi
S S 3d
S
d
5 sl fo ope ot 1 to /8" dr pe ai r n
plan check corrections
06.28.11
progress set
Sheet Title
sd
GYM/YOGA
06.21.10
S
electrical ground floor plan
MASTER BATH I A4.5
permit set submittal
SS
S S
B A4.1
10.20.09
3d3d
3d 3d
th
wp
S S3d S3d
sl fo ope ot 1 to /8" dr pe ai r n
cp
Description
S 3d
strip lighting under shelf
gfi
MASTER BEDROOM
SS
3d
5
3d3d
Drawing File Scale
S d Sef
J FOR FAU
F A U
TOILET
RN
d d d
MASTER CLOSET 1
S
tv
S3
see second floor electrical plan
gfi
S d th
A LI F O
4
recessed floor outlet
3 1/2" x 14" PSL above
OF C
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
STORAGE
4
TE
Project Name
S d S4d
door bell/intercom K A4.5
H A4.4
IA
G A4.4
A ST
H A4.4
S4 S S3dS3dS3d
C-30765
REN. 04.30.13
ENTRY
MASTER CLOSET 2
EF
outlet for iron
B A4.1
1/4"=1'-0"
Drawn By
krb/mh
Job martin and costin Sheet
J instant hot water heater
wp
wp
wp
E A4.3
C
400 amp u.g. service meter and panel
D w/ interior sub panels- ver. location
E
F
F A4.3
G
H
I
E-3 project north
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
LI
4D D D
J
GFI
GFI
FOR REF
SS S S
c
SDSD
th
th
for radiant flooring
GFI
for future use
SD
TE
for radiant and forced air systems
WP
guest living room
deck
for future use
IA
to landscape lighting EF
EF
tv
REN. 04.30.13
A ST
S SDSD
E
C-30765
DW 19R @ 7.51"
guest bath
AR CH SED IT
KIRK! BLASCHKE
A
SS S S
GFI
EN
CT
C
SEE FIRST FLOOR ELEC. PLAN
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
S
DD D D j
FOR GARBAGE DISPOSAL
J
j
for mr. slim, in soffit for wifi, in soffit
Issued
FOR STOVE
J
FOR HOOD
J
GFI
FOR DW
J
guest kitchen
J
d GFI
S
S
SWITCH FOR GARBAGE DISPOSAL
GFI
c computer/internet jack for wifi in soffit
WP
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
03.31.11
revisions
06.28.11
progress set
FOR MICROWAVE DRAWER
Sheet Title
electrical second floor plan
Drawing File Scale Drawn By
1/4"=1'-0" krb
Job martin and costin Sheet
E-4
Lot 05
D
C A4.2
E
FF A4.3 E A4.3
MECHANICAL ROOM
FAU #2
18"
6"
18"
7" 12"
FAU #1
2
9"
GARAGE
9"
2
8"
8"
A A4.1
3
3
C
preliminary zone lay-out & equipment sizes
contractor to confirm final layout, systems & sizes with mechanical contractor & architect zone #1:
zone #2:
zone #3:
zone #4:
zone #5:
D LEGEND
pantry, kitchen, entry hall,living roomand dining room: -york #tg9s100c20mp11 furnace; 100 mbh input, 95.5% afue -york #tcgd60s41s1 5-ton condenser, 13 seer, r-410a 100,000 btuh -york cooling coil w/ thermostatic expansion valve
FR LSW
bedroom no 1 and bedroom no. 2: -york tg9s040a08mp11 furnace; 40 mbh input, 95.5% afue -york tcgd24s41s1h 2-ton condenser, 13 seer, r-410a, 40,000 btuh -york cooling coil w/ thermostatic expansion valve master batrhoom, master bedroom and master closet: york tg9s040a08mp11 furnace; 40 mbh input, 95% afue -york tcgd24s41s1h 2-ton condenser, 13 seer, r-410a, 40,000 btuh -york cooling coil w/ thermostatic expansion valve gym yoga: -mr slim inverter compressor muz-GE18na, 19.2 seer, 10.0 hspf -mr slim heat pump msz-ge18na guest suite: -mr slim inverter compressor muz-GE18na, 19.2 seer, 10.0 hspf -mr slimheat pump msz-ge18na
THERMOSTAT
TH
HSW
3 WAY
FLOOR SUPPLY OUTLET LOW SIDEWALL SUPPLY OUTLET HIGH SIDEWALL SUPPLY OUTLET CEILING SUPPLY OUTLET RETURN INLET
ZONE #
HORIZONTAL FURNACE AND COIL
H/P
HEAT PUMP
A/C
CONDENSER DUCTING IN FLOOR JOISTS DUCTING UNDER SLAB (SEE NOTE #16) DUCTING UNDER ATTIC
E
F
AR CH SED IT
KIRK% BLASCHKE
E CT
B
EN
C-30765
REN. 04.30.13
A ST
A
MECHANICAL, SHEET METAL NOTES! ! 1. All sheet metal work shall be in accordance with SMACNA Manual standards and local codes.! ! 2. As-built mechanical drawings shall be kept current, and provided at time of final air balancing.! ! 3. Final air balance CFM readings shall be indicated on as-built plan.! ! 4. Provide air conditioning, gas-fired furnaces and/or forced air heating system as indicated on plans. Equipment, ducts, and registers shall be sized and installed to provide adequate air temperature, volume, distribution and circulation at minimum noise levels. System equipment and layout shall be confirmed with Owner and Architect prior to ordering and installation.! ! 5. Except as provided by Architect in the Construction Documents, Contractor shall design, prepare necessary plans, provide sizing of all HVAC equipment and calculations, have plans checked, obtain and include price of mechanical permits for the HVAC system.! ! 6. Provide the Owner a list of the heating, cooling, ventilating, water heater and lighting systems and conservation or solar devices installed in the building and instructions on how to use them efficiently.! ! 7. Furnish complete maintenance information. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instruction shall be provided for the Owner's use. Contractor to provide Owner complete maintenance instructions, i.e.: belt replacement, oil and lubricating along with installer's name, address and phone number.! ! 8. Provide submittal shop drawings and detailed manufacturer's specifications for Architect's review on all mechanical equipment.! ! 9. Thoroughly clean all portions of their work, remove all debris and leave installation in perfect condition ready for use.! ! 10. Split system air conditioners with single-phase power must have a minimum seasonal energy efficiency ratio (SEER) of 13.0. Single phase heat pump efficiency will also increase to SEER 13.0 and HSPF of 7.7.% % 11. Space conditioning equipment shall have a rated capacity not to exceed the design heat load by more than 30%.! ! 12. All heating, ventilating and air conditioning (HVAC) equipment shall be certified by the California Energy Commission.! ! 13. All furnaces, condensers, fans or other noise-producing equipment to be installed inside or on the building structure shall be mounted and insulated so as to minimize sound transmission to usable areas. Use ribbed neoprene pads, sound isolators, spring hangers and/or equivalent vibration reducing devices to isolate equipment from structure.! ! 14. All forced air units and air handlers located in an attic or above ceiling spaces shall have stainless steel condensate pans drained per utility, plumbing notes.! ! 15. All forced air units and air handlers located in an attic or above ceiling spaces shall conform with the following conditions:! a.Attic access shall be a minimum of 30” x 30” and not over 20'-0” from equipment.! b.An unobstructed passage 24” wide with solid continuous flooring from access to equipment/control panel shall be provided.! c.A level, unobstructed work platform minimum 30” in front of equipment with 30” headroom shall be provided! d.Light over equipment with switch access.! e.A concrete slab for furnaces supported from the ground.! ! 16. Condenser refrigerant piping in the structure shall be installed so as not to touch structure, framing or wall surfaces. Install foam rubber cushions at penetrations to separate piping from structure. All exterior refrigerant piping to have aluminum cladding over insulation. Install aluminum cladding per manufacturer's recommendations.! ! 17. Main supply air ducts shall be installed with flexible connections to furnaces or fan coils.! ! 18. Combustion air for furnaces and water heaters shall be provided per code. Advise Architect of any visible or exposed portions of combustion air ducting or venting prior to rough work.! ! 19. Duct Work Construction: All ductwork and plenums to be made of galvanized sheet steel in accordance with latest SMACNA standards and applicable codes. Contractor shall size ductwork for S.P. not to exceed 0.1" per 100' length for a given CFM. Ducts may be rectangular or round. HVAC contractor to provide rectangular equivalent to dimensioned round ducts, where required, to conform to framing dimensions.! ! 20. If flexible round ductwork is proposed, please confirm in writing with Architect and Owner prior to finalizing contract.! ! 21. All accessible branch supply ducting to be equipped with “in-line” balancing dampers, a minimum of seven feet from all diffusers.! ! 22. Duct Installation: For thermal insulation, insulate all supply and return air duct work and plenum with 2" thick foil faced fiberglass insulation wrapped around with 2" overlap and wired with #18 galvanized wire @ 12" o.c. NRC rating shall be at least 0.80 at frequencies above 1000. All ducts shall have joints and seams sealed. For sound insulation, insulate interior of supply and return air plenums with min. 1" thick sound-absorbing insulation to reduce noise. Use 1” thick black liner at all plenums penetrated by grills. Where liners are used duct sizes on mechanical plans refer to finish interior dimensions.! ! 23.Insulation lining must be approved by the building department and shall meet or exceed NFPA standards.! ! 24. No stamped grills will be permitted for registers or diffusers. All diffusers and registers shall be manually adjustable unless noted otherwise. Verify selection and finish with Architect.! ! 25. High wall or ceiling supply registers: Metal Aire model VS or equal surface mounted removable panes, flat white finish, or match wall color, black interior. Comparable register by Air-Mate acceptable with Architect's approval.! ! 26.Low wall and floor supply registers: Reggio Register, cast iron or brass or equal as approved by Architect.! ! 27. Return Registers: Reggio Register, cast iron or brass, or equal as approved by architect.! ! 28. All supply and return registers or diffusers shall be selected for a noise level not to exceed 20 n.c.! ! 29. See interior elevations and reflected ceiling plans for exact register and diffuser heights and locations prior to installation of rough duct work.! ! 30. All duct interiors behind supply and return registers which are visible shall be sprayed matte black prior to installing registers.! ! 31. Assume Totaline P374-1100 white or architect approved equal thermostats with on/off switch and 24 hour clock set backs at locations shown on plans. System and thermostats shall be equipped with "fan only" capability. Thermostat selection shall be confirmed with Architect prior to finalizing construction contract.! ! 32. Controls shall be adjustable to provide a temperature range of up to 10 degrees between full heating and cooling.! ! 33. Provide a mechanical exhaust ventilation system in bathrooms containing a bathtub and/or shower, laundry rooms.! ! 34. All exhaust fans, range vents and built-in ovens shall be vented to the outside.! ! 35. Exhaust fans shall be capable of 5 air changes per hour, based on cubic feet or space.! ! 36. Exhaust fans shall be provided with backdraft dampers or automatic dampers.! ! 37. Confirm all roof and wall vent locations with Architect prior to ducting so as to minimize visibility of vents.! ! 38. See ENERGY section and Title XXIV Energy Calculations for any “HERS” certification requirements and or required duct testing. Confirm with owner local building department prior to bidding. Provide “HERS” certificate at time of final inspection if required.! ! 39. In-line exhaust fans, where used, shall be Fantech FR Series. Sizing to be based on room volume. Discharge at exterior wall or roof with a 4” to 6” diameter pipe based on room volume requirements. Confirm location of wall and roof vents with Architect prior to installation. Restrict duct intake with expandable metal collar to create slight air noise friction.! ! 40. Non in-line exhaust fans shall be Nutone QT vent fans or Architect approved equal.! ! 41. See ENERGY Section for additional information regarding thermostats, insulation, etc.!
TE
IA
C
C
B
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A
1024 harding ave. no. 202 venice, california 90291 310.663.6692
OF C
A LI F O
RN
Project Name
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
Issued
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
Sheet Title
mechanical basement plan
Drawing File Scale
1/4"=1'-0"
Drawn By
krb/mh
Job martin and costin Sheet
M-1
F A4.3 C A4.2
A/C #1
34X34
A/C #2
A/C
A/C
D A4.2
E A4.3
1024 harding ave. no. 202 venice, california 90291 310.663.6692
24X24 12X6 FR
laundry
7" o
LSW
3 WAY
14" o
FLOOR SUPPLY OUTLET
12X6 FR
KITCHEN
LOW SIDEWALL SUPPLY OUTLET
7" o
HIGH SIDEWALL SUPPLY OUTLET
6" o
BED #2
6" o
12" o
9" o
ZONE #2
12X6 FR
12" o
9" o
CEILING SUPPLY OUTLET
7" o
ver o 14" o
12 X 2 1/4 TOE KICK SUPPLY
FR 10X6
7" o
12 X 2 1/4 TOE KICK SUPPLY
12'-0" x 3'-6"
HSW
7" o
18" o
THERMOSTAT FR
12X6 FR
DW
w/d
LEGEND TH
Lot 05
8" o
9" o
7" o
3'-0 5/8"
RETURN INLET
5" o
FR 10X4
12" o
dw
18" o 6" o
VERTICAL FURNACE AND COIL H/P
A/C
BATH #2 8" o
BATH #1
HEAT PUMP
FR 10X4
8" o
5" o
12" o
12 X 2 1/4 TOE KICK SUPPLY
LIVING
CONDENSER 7" o 24X14 R/A
DUCTING IN FLOOR JOISTS
18" o
th
DUCTING UNDER SLAB (SEE NOTE #16)
FR 10X6
A A4.1
7" o
FRZ.
REF.
7" o
pantry
DUCTING UNDER ATTIC
12" o
seating nook
HSW 12X6
BED #1
ZONE #1
th
24X24 R/A
9" o
12X6 FR
10" o 8" o FR 12X6
8" o 8" o EN
LI
KIRK! BLASCHKE
FR 10X6
ENTRY
C-30765
REN. 04.30.13
G A4.4
G A4.4 7" o
J A4.5
FR 12X6
7" o
FR 10X6
FR 12X6
A ST
H A4.4
E
H A4.4
TE
IA
9" o
AR CH SED IT
CT
C
6" o
OF C
A LI F O
RN
Project Name
6" o
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
6" o
K A4.5
background needs to be updated partly right, but off in places sitting area
STORAGE
screen
Issued
FR 10X6
FR 10X6 3 1/2" x 14" PSL above th
UP 19R @ 7.51"
landing above with 1 3/4" x 14" LVL
12X6 FR
MASTER CLOSET 1
Description
10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
12 X 2 1/4 TOE KICK SUPPLY 12 X 2 1/4 TOE KICK SUPPLY
14" o
sl fo ope ot 1 to /8" dr pe ai r n
12" o B A4.1
I A4.5
mechanical first floor plan
10" o
MASTER BEDROOM
6" o 12 X 2 1/4 TOE KICK SUPPLY
sl fo ope ot 1 to /8" dr pe ai r n
Sheet Title
10" o
ZONE #3
6" o
ZONE #4
8" o
th 24X24 LWR
MASTER BATH
8" o
GYM/YOGA
6" o
14" o
WALL-MOUNTED HEAT PUMP SPLIT SYSTEM
Drawing File
10X4 HSW
5" o
F A U
8" o
6" o
12 X 2 1/4 TOE KICK SUPPLY
MASTER CLOSET 2 TOILET
12X6 FR
Scale
B A4.1
1/4"=1'-0"
Drawn By
krb/mh
Job martin and costin Sheet
H/P
A/C
E A4.3 F A4.3
A/C #4
M-2 project north
Lot 05 1024 harding ave. no. 202 venice, california 90291 310.663.6692
A
B
C
D
4 EN
AR CH SED IT
LI
KIRK! BLASCHKE
E CT
C
4
C-30765
guest bath
TE
th
IA
A ST
DW 19R @ 7.51"
REN. 04.30.13
OF C
A LI F O
RN
Project Name
WALL-MOUNTED HEAT PUMP SPLIT SYSTEM
guest suite
Martin and Costin Residence 29066 Cliffside Drive Malibu, California 90265
deck
ZONE #5
5
5
Issued
Description
LEGEND 10.20.09
permit set submittal
06.21.10
plan check corrections
06.28.11
progress set
THERMOSTAT
TH FR HSW
3 WAY
FLOOR SUPPLY OUTLET HIGH SIDEWALL SUPPLY OUTLET CEILING SUPPLY OUTLET RETURN INLET
Sheet Title
HORIZONTAL FURNACE AND COIL H/P
HEAT PUMP
A/C
CONDENSER DUCTING IN FLOOR JOISTS
6
6
mechanical second floor plan
Drawing File Scale
1/4"=1'-0"
Drawn By
DUCTING UNDER SLAB (SEE NOTE #16)
krb/mh
Job
DUCTING UNDER ATTIC
A
B
C
D
martin and costin Sheet
M-3